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BLD19980311IIIA B C D 0 E ISIN 41� N II OF Merritt+Paird ir 11M ITEMPORARY PARKING AREA IArchitecture Urban Design II INIS &I. y TRAP/INTERCEPTER SWALES iIPlanning I UENur"'E (b C ISEE Interior Design I4 -CONSTRUCTION MEETING1, IATTEND PRE SOUTH SEDIM NT. IIIIIITRAP 47'x 1 00' 1 1 C 1 2 1701 Commerce NO LIMITS AND NGPES I2. rLAG Tacoma, Washington ICLEARI, I206 383-8700 II3. INSTALL FILTER FENCE. —8728 fax 206 383 IONO 1 000 Lenora St. 4. PROVIDIf C13 PROTEC11 SCALE IN FEET Suite 405 Seattle, Washington ITION E� —2720 INSTALL TEMPORARY ONSTW-P II98121 I1TkANd. IIS20 0 20 40 206 223-2742 IV —9462 fax be CLEAR WITHIN CLEARING LIMITS (DEMOLIII 206 622 GNI/611USOINO & ROUGH GRA j P iTI ON AS P SHEET 0 II7 PROMDE SOIL tTABILIZA qiEUED, 'ER BMW% SEE NOtE i i Num" En 3' Members of Iican The Amer' tc, Institute of LIN IINSTALL U11LITIES (POK11i STORM, SAN) I Architects IILl% Ia, I" ONO kIN' go FINAL GRADE/PAVE, MAINTi 8 PROTE-0 II0 IF_ 1 EXF '08ED AREAS, AL IIIcir"y COPY cH II1z) IISYSTEM IllIIIor, CLtAN OUT AND TEST �IlSTEM), I11, FLUSH STORM DRAINAG III7 STABILIZED* 416 Ile REM P FACIL,111� ONLY WHEN ENTIRE tilt 19 OVE ALL TFSC IIIf IISlIII19031 33rd Ave. W., Suite 301 I-6638 IIit .0( ILynnwood, WA 98036 II-3434 iIA�' 425/t775 IIZL IIIY' Lj IIch IA & IISIIIr IIfly, 1 728 V IGRAVEL 7 II . ENTIRTANCE UP9 I1, ""RES 1 0/23/ Ok %,I. I 2 %e IIIIII2 IIfIIIII(,A Ifni Ir Pro'ect Title: To !� IIIf r f .-4. VF IIIIIIIZ9 r CITY 0 F IIIy INTERCEPTOR : � j q /r I6 I V ,A\ ? SWALE/BERM Ilot. IA CATCH BASIN IC SAFETY S DIMENT CNTLO It j, !,r P, IL ITA !P1. V )-% I �� 3 S E DETAIL pe !" (, e 171 %%, 4� Q a ICOMPLEX IIir 0. IIN* er' oe If Ir INTERCEPTOR C1 61 C1 61", 0 WALE/BERM, TYP, f -- -0D IL I7 %I, - I'I f � If S E D ETAI L 01 Ie: r6 IC N��l LC1 2 -] _q I V I IIII250 5th Avenue N X r V Q-A U tIIIIIIIIzj Edmonds 3 (VAN IIIV IWdshington Ir INORTH rs IC SEDIMENT rye, 98020 I1 C1 921 46 11A)r 7 3 IX TRAP Ilei Idf 011' 'L IRK mftP ` 'APED 22'x6l II> ISOR -a" ?I' ir I le fY.- .1 Tp6 CTION ItON$ X IIT 4 . If n� Iit N. f W II0 I :A I ct tvd12" -e6 42 A!�j /j Ir 1 .4z, I10% IA Ck/ jr I IIIII IIIENG INE O/ fI44�AKAL r i L IAV' Ar If, 1i I GR ENTRA CE if 06 .. -mill- 22 Job No.: 21-96-021 IA, IE IS 'IVIDETAIL/ ?j 4 Issue Date: C.4 14 k k %NVt�%(dd 41j ( fX\ IC - fd. 41 ll� IS, f - \ ( 0 1, - > I _�e IFILTER FAFBRIC FENCE IItLLJ C-) C 16 0 V) �arj I SEE DETAIL TYP Y II< M CY- fX L.L_ If i)t, I41 --Lj IIC 1 C 1 2 V) Sheet Contents: LLJ >- X M I lei IILL_ 7-,/ 10 4 '61 �_ %%_1 - 4. If ILLJ < IIcr_ IIX If II�d rl�. IEROSION AND tpId IX_ X X X X IIX X ISEDIMENT CONTOL M CD �f X_ A L Ia) PLAN JEA ML a 2 IIILW II- - -------- --- ---- IIIIII0 IAll material appearing herein constitutes the 4r. 4 riginal work of the Architect tz F_ k-P M U .,A -1, C - icated, used, or disclosed 4 ..... Ld without the written consent of Lhe Architect. IA IC ......... r7 0- 0- Of �� --I �, .VZ 7 %j .-V C / - IQ) /\ V 0 Ref. North a) II.1 'VI I A 'k Scale: k 1 20' IN 1+ A L-,4,8..,- H IOU R IfI . ..... II------ ,e% - Sheet No.. B E F 0 R E---"Y 0 U D I El, ��] OIO=800424�5555 1/98 Fl L REVISION PER CITY OF EDMONDS REVIEW. ADDENDUM NO, %3 U) U N D ATE: REVISION .0 0 A 0 C D 0 E PC 1 I D ® E N C B A ® Merd t+Pard"1111 STEEL POST to 2x4 DOUGLAS PLACE AND STAKE STRAW BALES. FIR OR EQUAL — FILTER FABRIC ON 2." x2! Architecture 2• 1, EXCAVATE THE TRENCH, E FABRIC Urban Design „ 14 GA. WIRE Planning FILTER FABRIC ON 2 x2 Interior Design WIR 14 GA. WIRE FABRIC WRAP FENCE AROUND 2x4 0 / NEWLY GRADED OR AND SECURE TD ASPHALT w 1701 Commerce Washington DISTURBED SITE ,— a I 7 5 1 0 �I ASPHALT 98402--320 �� , 206 383--870D •--•-I -'- �- 25 R MIN, 206 383-�8728 fax BALE - l -� �� /�a Boa, 1 I I--` I I--i ¢O o0 iYP, 1000 Lenora St. WIDTH ��` a o5 , w=' -T' , I I �� C' �� Suit 4 �-- ••- N % o Seattle, Washington _ r -I�I _ �� 98121-2720 - - T-2742 000 0 �206 622--9462 fax ...._I 1'• i o0 O `� 00 STRAW BETWEEN 4. BACKFILL AND COMPACT THE EXISTING 8" PROPERTY LINE SECTION �' LOOSE s E STR ' 0 3• WEDGE TOE OF SLOPE -- BALES. EXCAVATED SOIL. � 0 �°o � �o�o� Members a 0 � � o� oa � o The, American ' SECTION NON —WOVEN SPUNBOUND 00� 00-0000 Institute of STAPLES DR WIRE FILTER FABRIC �- MIRAFI 12 MIN. 0 00 Architects Memel - UND USE 100X OR ENVIRDFENCE NON —WOVEN SPUNBD RINGS (TYPICAL) 000 .. ....... .. .... I i FILTER FABRIC — MIRAFI ....,... ... .. , USE STAPLES DR 2' X2 �4 GA, WIRE FABRIC 4" TO 6" QUARRY 10OX OR ENVIROFENCE 2 x2 14 GA. WIRE WIRE RINGS(TYPICAL) w S PALLS ��C' • FABRIC � �p� III-- I IAill 0 DITION WHICH THE ENTRANCE SHALL BE MAINTAINED IN A C N O F A STRAW BALE BARRIER WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHT— CONSTRUCTION --� r �' �-' r I OF —WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH �� i � f I in 2--INCH STONE, AS CONDITIONS DEMAND, AND REPAIR AND/DR ® 19031 33rd Ave, W,, Suite 301 „I wI CLEANOUT OF ANY STRUCTURES USED TO TRAP SEDIMENT ALL � �`-'' � RACKED FROM VEHICLES Lynnwood, WA 98036--6638 a B ff ff ff •� MATERIALS SPILLED, DROPPED, WASHED, O R RA 425/775 3434 �, A ONTO ROADWAY OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY, ff fl 1f ff I I ff all b � _ P O +i �-'--- -�-------- -�-�-- w� DETAIL- G RA ENTRANCEN ii 1 II fl �� „ 2 NOT TO SCALE �! �! POINT B � � C1'1 C� . IGHER THAN so POINTS A SHOULD BE H � ` I 2x4 DOUGLAS BURY BOTTOM OF FABRIC � a�7as �— �� MATERIAL IN 8 X12 TRENCH STEEL POST ALE FIR 4 0 O.C. PROPER PLATIES CEMENT OF STRAW B � BARRIER IN DRAINAGE WAY ELEVATION ELEVATION �l� 1 0/231 EROSION CONTROL GENERAL NOTES 4M FABRIC FENCE ON ASPHALT 2 _ IC FENCE 3 DETAIL —FILTER DETAIL FILTER FABR A BALE CHECK �� S LL BE IN ACCORDANCE WITH THE LATEST CITY OF Pro'ect Title: DETAIL. STRSCALE 1,1 C 1, NOT TO SCALE C1.1 C1,2 NOT TO S 1. _ALL WORK AND MATERIALS HA � C 1,1 C1,2 NOT TO SCALE EDMONDS STANDARDS, AND SPECIFICATIONS AND VVASHINGTON STATE DEPARTMENT OF TRANSPORTATION 1996 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND 2' MUNICIPAL CONSTRUCTION (WSDOT STANDARD SPECIFICATION) AND THE WSDOT I STANDARD PLANS. CITY OF EXISTING 3 TYPO o z CANS AS APPROVED BY CITY OF EDMONDS, ONE COPY EDMONDSGROUND �.- — 2, MAINTAIN ON SITE ONE SET OF P1 INTERCEPTOR SWALE �� STANDARD SPECIFICATIONS AND ONE COPY OF WSDOT STANDARD PLANS, MIN, 1 SLOPE TO INT OF WSDOT \ 4\,P U B Ll C SAFETY •\�\\\\ice\�` Ve-- ? /�/��/r�////��/��/ 3. ALL WORK WITHIN THE SITE AND CITY RIGHT—OF—WAY SHALL BE SUBJECT TO �i �! INSPECTION BY THE CITY ENGINEER OR HIS DESIGNATED REPRESENTATIVE. w 3TYP.��//�\ �1-800-•�424-5555 48 HOURS 2 WORKING DAYS \ \ \ \ � \ \ \ � 2 4. FOR AID IN UTILITY LOCATION, CALL ( ) + fld Q/ DT PRIOR TO BEGINNING -OF CONSTRUCTION, EXISTING UTILITIES, WHETHER SHOWN OR N , � �� SHALL BE LOCATED PRIOR�_TO. CONST�:UGTION, SO AS TO AVOID DAMAGE OR LIFTING RODS DETAILSSimmli�ITERCEPTOR BERG SALE 4 ASPHALT TREATED BASE �DISTURBANCE, AND THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY AND COSTS C 1.1 C 1, 2 NOT To SCALE CONNECTED THEREWITH TO PROTECT, MAINTAIN AND REPAIR, .WHERE NECESSARY. • • SELECT ONSITE MATERIAL " ""'••'• FILTER BAG .:::....... ................. COMPACTION .. 59 PRIOR TO ANY SITE CONSTRUCTION TO INCLUDE CLEARING ORGRADING THE SITE ................................... 95 :......... .:............................. ••••..,..•..•..••...,,.,.•.•••,.,..:� CONSTRUCTION LIMITS SHALL BE LOCATED AND FIELD V . ................... ..•.' 2505thAvenue N. ... ............ .: •:•.::...:......:...::..... .•. 1' FREEBOARD 2" - 4=' ROCK, 8 DEPTH . .......... ... .•.: I:� ...;NSTRUCTION : • ..:::::::::'SECTION �-TEMPORARY PARKING AREA 6, PRIOR TO ANY SITE WORK, THE CONTRACTOR SHALL SCHEDULE A PRECO Edmonds ••• •• 12 RISER PIPE, OPEN AT •:;;,�.,..:•::.• 1 SPILLWAY DEPTH CONFERENCE WITH THE CITY, OWNER, ARCHITECT, AND CIVIL ENGINEER. ... ..............Washington ....:...... NOT To SCALE TOP (PRINCIPAL SPILLWAY) ............ • C1.1 C192 EMERGENCY OVERFLOW •..:;;, •.•. ' 4' MIN. SPILLWAY CREST 7. TEMPORARY EROSION/SEDIMENTATION CONTROL FACILITIES SHALL BE CONSTRUCTED TERING OUTLETS NY GRADING OR EXTENSIVE LAND CLEARING. THE SILTATION CONTROL98020 (2) 1 0 DEWA PRIOR TO A ON OPPOSITE SIDES OF SYSTEMS DEPICTED ON THESE DRAWINGS ARE INTENDED To MEET MINIMUM CITY RISER PIPE REQUIREMENTS. AS CONSTRUCTION PROGRESSES AND EXPECTED (SEASONAL) �'• S DICTATE MORE SILTATION CONTROL FACILITIES MAY BE REQUIRED TO Alt HV V rnu V%jn I % 0 N rS T pri Inja %f0% T11 N EXISTING GRATE CONDITION 1 INSURE COMPLETE SILTATION CONTROL. THEREFORE, DURING THE COURSE OF 3 MIN• 2' SETTLING DEPTH 2OLF 12 SD CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE 1 @ 0,5 / CONTRACTOR TD ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED AND SEDIMENT STORAGE 4 .'el .. I q ,` ,� ,� •4. • ��• 3 I `}��\��' PROVIDE ADDITIONAL FACILITIES OVER AND ABOVE MINIMUM REQUIREMENTS, THESE e•. \..................:::............... \ \ 1.5 DEPTH ..... ............... '::...:.::......... •.................. • ............ FACILITIES MUST BE MAINTAINED UNTIL CONSTRUCTION AND LANDSCAPING ARE ............................. ell.........•..... •::............ �'� \ � .�.. � -- --- -- COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASS , ....... I ::...... I I .�_ Ad" 4""•""" / I _ IS RESPONSIBLE FOR 1NATER QUALITY DURING CONSTRUCTION. DO �"Y �VGINE ,, ................. ...........: � I ` 1 � � S, THE CONTRA '::•........ • • • LEVEL GRADE ... . . : .. •. ':.�:::...:�;; I � / I NOT ALLOW SILT TO ENTER PUBLIC STREETS OR DOWN STREAM STORM SYSTEMS.. .:... •:: .. .021 ::�� OUTLET PIPE L— � Job No.: 21 -�96—• . FILTER BAG WEIGHTED BASE TO 9, WHERE POSSIBLE, MAINTAIN NATURAL VEGETATION TO MINIMIZE EROSION. �. PREVENT FLOTATION ANTI —SEEP COLLARS Issue Date: 01 EXISTING CB 10, UPON COMPLETION OF THE PROJECT RETURN SILTATION CONTROL AREAS TO DESIGNED Q EXISTING CB GROUND CONDITIONS AS REQUIRED. • 4. \ 12/16/97 • SECTION -SEDIMENTATION TRAP ,, ,�, A 11, UPON COMPLETION OF THE PROJECT ANY DISTURBED AREAS NOT RECEIVING LE LANDSCAPING PER CITY APPROVED PLAN SHALL BE STABILIZED AND VEGETATED AS C 1.1 C 1, 2 NOT TO SCALE z + DIRECTED BY THE OWNER. J 12, SILTATION BARRIERS AND FENCES SHALL BE INSPECTED BY THE CONTRACTOR Sheet Contents: CALL IMMEDIATELY AFTER EACH RAINFALL AND AT LEAN DAILY DURING PROLONGED m �.�\� '• • '�r�% 1 fi. IMMEDIATELY FOLLOWING FINISH GRADING, PERMANENT VEGETATION WILL BE RAINFALL. CLOSE ATTENTION SHALL BE PAID TO THE REPAIR OF DAMAGED BARRIERS, '. BEFORE Y� ®(MINIMUM80 PER ACRE. THIS IS BARRIERS. NECESSARY REPAIRS TO ORESTABLISHED OR HYDRDSEEDING WILL BE APPLIED � ) END RUNS AND UNDERCUTTING BENEATH ANQ DEPOSITS EROSION Uj ° - .4 °-1=800m4TO INCLUDE THE FOLLOWING: 20 ANNUAL PERENNIAL OR HYBRID RYE GRASS, 40% REPLACEMENT OF BARRIERS SHALL BE COMPLETED PROMPTLY. SEDIMENT DEPx -° '4'BE EPA APPROVED AND THEY MUST BE REMOVED WHEN THE Q ' • • •'• CREEPING RED FESCUE, 40 WHITE CLOVER FERTILIZER SHALL I CR SHOULD BE REMOVED AFTER EACH RAINFALL. T SEDIMENTQNTRCL /\ - 0--20(10 POUNDS PER 1100 SQUARE FEET) OR SITION REACHES APPROXIMATELY ONE-HALF THE HEIGHT OF THE � APPLIED AT 400� PER ACRE OF 10 2 LEVEL OF -DEPOSITION ..�/f. / BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE BARRIER IS NO DETAILS EQUIVALENT, - I . cn t LONGER REQUIRED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE, 179 ALL AREAS To BE SEEDED SHALL BE CULTIVATED To THE SATISFACTION OF THE CI G PREPARED AND SEEDED, SECTION OF EDMONDS ENGINEER. THIS MAY BE ACCOMPLISHED BY DISKING, RACKIN , e- 04 .. . HARROWING OR OTHER ACCEPTABLE MEANS, FILTER FABRIC FENCE AND SILT BARRIER LOCATIONS ARE SCHEMATIC UNLESS DIMENSIONSAll material appearing herein constitutes the 13. ' ARE SHOWN. FIELD LOCATE TO EDGE OF AREA TO BE DISTURBED. unpublished and original work of the Architect Q without the written consent of the Architect. TER UALITY and may not be dupticoted� used or disclosed ..z D WA Q w 18. NON—COMPLIANCE WITH THE EROSION CONTROL REQUIREMENTS AN © U REQUIREMENTS OR CLEARING LIMITS VIOLATIONS MAY RESULT IN REVOCATION OF 14, STOCKPILED MATERIAL SHALL BE COVERED DURING RAINFALL WHEN REQUIRED TO w �� LAN APPROVAL AND BOND FORECLOSURES. PREVENT SILTATION OF OFF SITE STORM DRAINAGE AND TO PROTECT MAT FROM Scale: Ref•North o PROJECT PERMITS, P AS SHOWN o_ I U ENTRANCEREQUIREMENT STABILIZATION OF EXPOSED AREAS DF TEMPC}RARY GRAVEL CONSTRUCTIONESC MINIMUM 5 DETAIL�ISSISSISCATCH BASIN SEDIMENTATION CONTROL INSTALLATION SIMON_. MIJIMIJIMill onnow� - - - ) I C%iC 1,1 C 1, 2 NOT TO SCALE 15, ALL SOILS EXPOSED BY LAND DISTURBING ACTIVITIES SHALL BE STABILIZED BY SUITABLE D, 1C, 2O, 40' 1. THE AREA OF THE ENTRANCE SHOULD BE CLEARED OF ALL VEGETATION, ROOTS AND DTH APPLICATION OF BMP'S, INCLUDING, BUT NOT LIMITED TO, SOD, HYDROSEEDING, OR OBJECTIONABLE MATERIAL, THE GRAVEL SHALL BE PLACED TO THE SPECIFIED DIMENSIONS. OTHER VEGETATION, PLASTIC COVERING, OR MULCHING. ALL BMP'S SHALL BE SELECTED, `) cv r Sheet I `O.. r ANY DRAINAGE FACILITIES REQUIRED BECAUSE OF WASHING SHOULD BE CONSTRUCTED DESIGNED, AND MAINTAINED IN ACCORDANCE WITH THE MANUAL. THE EXPOSED SOILS .... ACCORDING TO SPECIFICATIONS IN THE PLAN. IF WASH RACKS ARE USED, THEY SHOULD SHALL BE STABILIZED ACCORDING TO AN APPROVED TIMETABLE. (TYPICALLY, NO SOILS ED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. 2 98 FLL REVISION AS PER CITY OF EDMONDS REVIEW, ADDENDUM NO, 5 INSTALL SHALL REMAIN EXPOSED FOR MORE THAN TWO (2) DAYS FROM OCTOBER 1 THROUGH �. / AN SEVEN(7)DAYS FROM MAY 1 THROUGH SEPTEMBER 30), D NO MORE THAPRIL 30 AN 1 /98 FLL REVISION AS PER CITY OF EDMONDS REVIEW. ADDENDUM N0, 3 W ,� . 2, AGGREGATE: 4 TD 8 QUARRY SPACES + a= + milli V N0. DATE BY REVISION A B . .- ' • ....,.y..Yw•IMI•w+M1../.wVI.YWMI.YI.Y./M!/..NW./I/I.IMY.YYYIw.w..MI•. .�yVw.11/M..M/'.M• ......M.M..Y....I�V.--1Yw.i.w�•+. -i ..MIYWINIYMw.W.11 Y...YYY. N..M.MIM.MIW V•.MY..."M'.•• Y .l N..WY.Iv.._M..,..r.M.Ir..wwM.YM.•Y•... ^ •M• I p E e B A e Menwitt+Pardifli t ,,°°" •'. °' ,' XI C SIN, IE 77,65 CONN, TOE , Archit o 9 LF 6 @ 0.5 Urbane Design Planning ;•s1 interior Design ~ # 6 s ToP� 4.00 IE 81. O S,N,W � '�,,1701 Commerce 50E �\ LEGEND Tacoma, Washington } , IE 79,1 • M ' ., 2 EE `' TIN TOP OF WALL 206 383 8700 a ' TIC TOP OF CURB zOfi 383--8728 fax 2.1 C2.2 , BC BorraM OF CURB . CO N) TO D D CV �. • • � �. `� WNSP C N 100D Lenora � �, . Ds Do ., - .;' 8,10 Seattle, g EET Suite 405 • l C� SCALE IN F P T O STR CTU 98121--2720 Washington ' ' � ` NN SDCO STORM DRAIN CLEANOUT SEE DETAIL 4 1 206 223--2742 �206 622-79462 fax 1 LF 8 20 0 20 40 C 01 C3, 9 1 ,0%0 Members ,of IE s .o ��r • . NOTES: as Institute of �� he merlcan . oP 8 TOP 2.5 ;.. 0 , . 81. 6 IE 1,73 1. DOWNSPOUT CONNECTIONS AND STORM DRAINS 5, ERIFY N� ELEV. OF EXIST. 12 D AT CB N0.1 PRIG,T Architects COMM N ! SD CONSTRUCTION. WITHOUT NOTES SHALL BE 6 MIN, DIAMETER , 12" IE AT CB NO.1 EXIST. PROCOEED WITH H ..,, NOT MAT H f Y AND 2 MIN.. SLOPE. SD C0I AND NOTIFY OWNERS E RESENTATIVE IMMEDI TELY. • . 145 F UND DRAIN 2, FIELD ADJUST STRUCTURE LOCATIONS TO ` ISW LE 1 % ''� INSURE THAT GRATES ARE POSITIONED AT .25 LF �� 1 12 � B 0 NA TRENCH DRAI C .00% SEE D AI THE FACE OF CURB. 3 LF 8" C2.1 C2, 4 3, STRUCTURE LOCATIONS ARE DIMENSIONED CB #1, TYPE 2 ,. . .,. C 1.0.. �. FROM FACE OF CURB. • %/ I E 0 42 ; C Q N . TO EXIST. 12" W 19031 33rd Ave. W., Suite 301 • ' 5, ,, 4, DIMENSIONS FOR WET VAULT ARE TO THE T P: MATCH EXIST. B ,TYPE 1 Lynnwood, WA 98036--6638 C I E 1 � INSIDE OF THE WALL. 425/775-3434 a l ` OL1D LID - �'' T P 79,5�3 1`,`. ' 11 77.67 N, S'8 PERF.)`I. • TE 83.24, r} �' •, I , ,., IE 79.4 A �. �O / r r) 1 l? 143 LF TREN0 Ql S D ETAI L TY `` �' D� 1RIN E ~ .1 C2,2 •-� �-� • �. CB#3V TYPE Z .. . r " °� ,�, �- -� .� CONTROL STRUC�TU , E /Jl QW SEE DETAIL TOP 82,83 ,1 CB #2o P TOP 83.0 -� `'� . , ��, TOP 50.95 EMRUs 1 o1231g4t 1 2 $0..."'r "� `'- Project Title: I I 12 TY .1 1. a - �TOP 3.0 IE 50 CITY OF try 0 EDMONDS CB TYPE 1 77, 5 1 '13 C SAFETY • '�' TE 81 50 SDC #2 • , r � [E 12 78.04 0 3 SDCO ��, CCOMPLEX B #8p 5 LF 8 @ 1,0 9 � , TYPE 2 •S� t� xCB #18, TYPE IE 78.43 INLET- ® TOP 82,3 T ^� 8 0 2 0 100 LF UNDERD�A I - c� �.,- '�.�� IE 77.9 �, r � � 4.70 -r BIOSWALE 190� . - � 6�` �? fig. �` 41LFS@1 BIOWA :', o `-� �- E 76.56 ti• ° ''' IE 76.6 INL SEE DETAIL . �. � � IE 76.56 �' � PERF. CO , � �, �� C�� 1 a� N Nr I h. _ 250 5th Avenue N152 LF 2t, ' 1 r SDC ,,#J4 °---- Edmond0)0' A { PE @ .A )/(JA a 1% �. ' Wash'nigiltion CB 23 / ,., IE 79,43 �.. 98020 _,...._.....E. n a x N TOP. 8 2 I.E.s.05 7 81,0 t Ds to DS ,v . r1lYw D S �., WALL CB #14, TYPE 1LF 3> FORr -• .., .-� TE 5, IE 78.37 , .. � � 820 CB #11 02% � 3 F ' S 18 LF S"'• TE 82.0 •.� 40 LF 12 •� g,0� UCTION IE 79.5 W,S .., ' - ��' , r �� S SEE • @ 1 _._».... ,� a 3 P DS . @ 1 % ,� I U 6 CONN, TO 0 C2 1 C2,2 = DS ~` CB #24, S } CAD 1. �. EXIST MH ; TYPE 1 FF= 8 3.5 �' 8_8r._•. GY EM 17 LF 8 .-. TE 83,22 ,•,...... IE 7877 S ,DSJob No.: 21�-96--021 � ��-'�. �� LF TRENCH .� • + , , W , ,• c ., TYP. , 8 r � Issue Date: � .= DS, � T � .. �. Qf .:'�� _r ,.` �,. D + :�� 1 2%1 s/g7 & Q CB # 15s 0 1 % CB #21, � • 30 TYPE 1 CB 20, TYPE 1 o ..r ` � ROOF DRAIN CB#17, TYPE 1 CB #~1�f �1(PE 1 � PE 1 � � �• �� TOP 83. #O ECTION -� 2.72 TCk8126 �" IE 81,05 $;MCON TOP 82.72TOP 8/ IE 50.6 Ol�.aLID LID J J SEE ECHANICAL IE 81.00 117 LF 8 1 % IE 79. 3- IE 79.2$ • TOP 3,5 IE 79,92 �, r Y LF 8 @ 1 �15 F "�•�r �.�.� � Sheet Contents: SDC #1 D DS S40 1. � DS/-55DS DS EN H DRAIN 37� 1 %'.� f 18 LF S ,� . @ ° DS y C� 15.3 . r ° Z..•.• .,��.-.. o `� 3 � LF "C� MIN. � � �-�--�-- 0 N N TO METE V ELT D `� � x o �, TOP ._._..... .___... • \ r..oP 88.67 .. . �E s :� - s DRAINAGE N CD ld 71 ',... .n. _:E NW, "-.. .a...w....w..Yp.wwn.•........n.....+.........C\J .._w..w_.....w.w,. Yw..••...b.Yu•..., xf. .w11L lill r..r. ..I. P LA !. IE 82.6All material appearing herein constitutes the ..._.. rj_..e..�, �.. , ...--.....- —� disclosed yy SDCO #5 4 ....� ' . . .�� .� .� � TOP 84,84 .• \\15 LF TREN H unpublished and original work of the Architect iJ............ .nw.Q.nJ,w.i 4j' .� .... 'h •- � 8 W DRAIN,TYP, t withoutand ythe wnot �ittenpclonsentuof�EherArchitect. . �.,s �b �,�� IE 5. MATCH IST, 12 , ..,, Scale: Ref. North 7 [l.il ....................�... .........« .: `...}.. _,.•..r..... .r...w..w...........w... .._.r.._.._..• ......wwn..r+....•rya '^ o_ o_ } 7, ,.. 24 LF TRENCH 'N 3A 1d..1...` 1 20 REVISION S PER CITY OF EDMONDS R I, 060 ND NO, 3 DRAIN, P. Y ,. r�r . . Yr t fi' I _ ........«__.._�....«..w..._.._....__.......«...._._._....r.....wur...._.�r_r....rwnw.r.....w......��.._......w.....w...r_a.wwnw.....wrwr...ww..w_.........w..................rw.,.......+_.�„�.7 mµ +rw..rwwn............w•+«..wr._..w..w._•.rra..s....w...w«.r.v......... ...._..._.._....,.._..._.._........_._.._.................................._._...........,........ I _.......,.,. .. xs iA� Ciii .........•w......w.�w... Y ti. ■ 0 �.... D' 10' 20' CALL4oriOU � Sheet No.: N tp (> .. BEFORE YOU DIG o 3/ga FLL R IS! AFTER BID PHASE AS PER CITY OF EDMONDS REVIEW. �'� D . `2/98 FLL R g IS! AS PER CITY OF EDMONDS REVIEW, ADDENDUM N09 5 1m800=424=5555 ` � © 1 r9$ FILL R IS1 AS PER CITY OF EDMONDS REVIEW- ADDENDUM NO. 3 e � • V' �' NO. DATEVI" eY REVISION ° E ® D ® B � C A - _ _ B o C o D • E A o M ge r r"It 1 n I Architecture LOCKING RING/COVER 50' Urban Design CITY OF EDMONDS STD. Planning . — ' � �� SD Interior Design CONST. DETAIL, TYP+ Ne SWALE WIDTH — 2.00 ZSOLID LOCKING LID AND COVER, TYP. S. SWALE WIDTH 2.00' IE 75.56 1701 Commerce Tacoma. Washington F,,R,O,P,--••T TEE RESTRICTOR = SEE C2.1 98402-3207 I— 206� 383-8728 fax � � FOR LIFTING ROD `y w ELEVATION r Q 1000 Lenora St. z C{] - • . . . Suite 405 5' 98121--2720 b Seattle, PREFABRICATED Washington P —2742 • '�• • TOP 10 0 Y R . STORAGE TRENCH DRAIN 206 622--9462 fax COUPLING ••.. •' :••' OVERFLOW EL. 78,0 _ UV/ SEAT ANGLES o DIET VAULT WET VAULT . cv AND ~ ' ' ' 37 I �`� � Members of ♦ e TOP 10 YR. STORAGE The American • • s ' ' GRAVEL BACKFILLInstitute of --- y ' I.E. 77940 � � � 3'x3' OPENING Architects I.E. SEE '� ORIFICE DIA. 4" FOR DRAINS o 0 00 , W TYP. • }, OO�o Z aW C291 ELBOW DIA. 8 „ 0% TE a .; %. 8 PERFORATED PIPE 0000 �• ( _ — TOP 2 YR.STORAGE 0 O o � �°� � ~ Q � a I.E. 78.7 }} FILTER FABRIC MIRAFI ftI a :. • ' ORIFICE DIA. 2 140 NS OR EQUIVALENT o' � o cB #3 • ' ••� ELBOW DIA. 6 odp�o LOW BAFFLE IE 72.06 IE 72.00 •t e' o Oho • SHEAR GATE $ IA. O o 0 0 0 0 9031 33rd Ave. W. Suite 301 O � o , r� '"' • �op°O o0o 0° " 1 �� mop o ao o nl _„�,� Lynnwood, WA 98036-6638 ..�� z t •. (4)-#4 BARS, LONGIT. 5 � 425 775-3434 1 " � , 1�s 15 0 RISER ..• a• ORIFICE DIA. -,, , �� - TYPICAL DETAIL" 2 — 25 12 s , NO M '• • '} ' �' '•: '• o" �'—o" TRENCH DRAIN ti. • �� .. --- 12" S D @ 1 % • '•' �� ' • • ' S UNDISTU RBED SOIL a WA4 4 \�� , C 2.1 C 2.2 NOT TO SCALE I NOTE: ALL BIOFILTRATION SWALES NOTE: REPLACES TRENCH DRAIN DETAIL ON AB.9 IE 76.56 � :� D PLAN ��, csTE,t�. ,� I SHALL HAVE U N D ER D RAl N S 12 s ��,o ��U N AL SWALE � UNDERDRAIN STRUCTURE CB 3 2TYPICAL DETAIL BI0FILTRATI0N�p�$ � 0�2�� TYPICAL DEIA�%ILSI�ONTROL 2 TO SCALE C2` 1 C2'2 NOT TO SCALE SOLID LOCKING LID MARKED I C2,1 C2,2 NOT - STORM OR DRAIN Project Tide: I C ITY TO SOUTH CB #3 OF E BIOSWALE a,� J �'S Gi, � IE 72* EDMONDS I Type LOCATE MANHOLE -0 16 z (0 P U B Ll C SAFETY `� PLACE 20# FELT WET VAU LT ER oCOMPLEX RING AND CCTV BETWEEN ALUMINUM MANHOLE RING AND � � ,� SHOWN- BAFFLE PLATE AND O� O1� AS SH COVER � � �� •� � ,r C B WALL, ALL SIDES LOW BAFFLE } 1 a }} -- ALUMINUM JJ 3'X3' OPENING � r ��- , 31 P, IN I ERIOR %ALL 3 3/8" ALUMINUM BAFFLE FABRICATE • 2 WIDE FLANGES ti k �•� BAFFLE. FABRICATE WITH WITH 2" WIDE FLANGES 3 SIDES FOR ATTACHMENT SECTION, SIDES FOR ATTACHMENT 3 I 250 5th Avenue N. • ,� WET VAU • TO CBS A Edmonds C2,1 C2,2 NOT To SCALE „ Washington � rZ PLACE .20# FELT SD BETWEEN ALUMINUM NOTE: STRUCTURAL DESIGN OF WET VAULT AN A 98020 BAFFLE PLATE AND r■rA`.' TO BE PROVIDED BY THE CONTRACTOR. 90 prim CB WALL, ALL SIDES FRAME AND GRATE • • • ' . • • • • • . . 3. ROVED PLAN V E W__ all SOLID LOCKING LID PROPOSE • G � EXIT AD. C. ONOTRU lal "N" IN MARKED "STORM" = ' OR "DRAIN"YI-EW... .. .. .... ... , PROPOSED, PLA COVER LIDRING AND SOLID LOCKING. . . . . . . . . . . . . . . . . • . . . . . . . .. . • . . . . . . . . . . . . . . . . . . . • • . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . .•. . . . . . . . . . . . . . • GRADE - PROPOSED ' TOP SLAB ,� : MARKED STORM - N D GRATE : : 8" WATER _! !� FRAME A EXIST. I ST.. 8 C I :e.P LIFTING ROD 0 MIN. OR DRAIN - ' • WATER: MAIN EXISTING GRADE ' • EM TOP80 ` RING AND COVER ' 8p : .. ... . SHEAR GATE 8 DIA. _,.. SLAB .. ... .... ...... . ... .. • . ... .. ... .. .. ELEV. 81 a 60 . BAFFLE . TOP O F BAF — � • • ••� Job No.: 21-96-02� }} + ~(� Z • Issue Date, $ SD IE 81.10 . TOP 0 F BAFFLE . T LIFTING ROD WET I w VAULT ........ ... ..... ' ... ...... .. . . ...... :.................. ...................; . • �2/1s/97 ..... ... ... .. ...... .. ...............: 8 SD IE 7 0 Lk . 4pkpTO C B #5 z I �� I 93 LF s, Cq WELD RESTRICTOR PLATE IE 79.50 — �.0� 1H2650 BOTTOM WITH � EXIST. 3 TO B % � 2' SD ; ORIFICE SHOP DRILLED, .... • I 70 ' SheetContents: • : N . �o ........................................•...... • ..... . • i • , • . . . . • . • • . . . • . •- . . . . • , . . • • . . • • • . . . ... . . . . • . . , . . . . •.• • • . • • • • • . • • • • ••• • • • • ♦ • • • . • • . . . •,• •, �- SHARP EDGES m SHEAR GATE $" DIA. • I GRADING X o WELD RESTRICTOR PLATE :.PROPOSED: : TO BOTTOM WITH 11/6 s" ss AND DRAINAGE BAFFLE TO C B WALL . ATTACH AF cv � _ ' �� ORIFICE, SHOP DRILLED, .... ... ... .... • ...... ... .... . .. .. . • . STAINLESS STEEL 2 54 • • ' DETAILS 1 2 TYPE -- WITH TY . i EXPANSION BOLTS. 5 EACH SHARP EDGES ' cn r CD V SIDE AND 6 EACH 0 N BOTTOM TYPE 2 --- 54" �' `" °- 00 o- � w _ I oo °Q h o J w Cq W w 0 -1 8 0 sO All material appearing herein constitutes the ATTACH BAFFLE TO CB WALL • 60 ' ....... w �- .... .. • unpublished and original work of the Architect w z �� ' ESS STEEL � ....... .... ... .•. ........... . , ....... .�. .... ... • . .�,.............................O.r ..� � �:�............. • ..•.............. ..•... .............. ; and may not be duplicated, used or disclosed WITH 1 2 STAI NL /� � '� [� � � I � y % m without the written consent of the Architect. d �• LJ L.L. Z V r-- L • 0 Ld .. EXPANSION BOLTS. 5 EACH -�-� o S ECTI O N A AA=PPA: :: � wwV `- : Scale: RSECT10 SIDE AND 5 EACH o N BOTTOM : : , Ref. North • 0 Wz • . 1 =2a • ... ... . o 4 DETAIL�CB 6 DIVERSION: N i? . PROFILE NOT TO SCALE2-54o� o� 2a' 40� G2.1 C2.2 TYPE — ERSICN STRUCTURE CALL 48: HOB 1 1 D IVDETAIL C . 3 ND1:G SCALE :HORIZONTAL 1" 50' ' N ::YOU '��Sheep No..�`- ...... .. ..C2.1 C2.2 NOT TO SCALE TIPE 2 54................................ ..... .................VERTICAL 5', • ; w 3/98 FLL REVISED AFTER BID OPENING PER CITY OF EDMONDS REVIEW. '� , 55 606" 0 '�- R CITY OF EDMONDS REVIEW. ADDENDUM N0+ 5 , . 2 98 FLL REVISION AS PE NOTE: STORM DRAINS SHALL CONFORM TO DETAIL 3, C3.3 AND DETAIL 49 C3. . L o / S REVIEW. ADDENDUM NO+ 3 �, 1 �98 FLL REVISION AS PER CITY OF EDMOND No. DATE L ,,BY REVISION D E i p o Merr" w w C 0 +Pardini i B 0 IN Ly . A QUANTITIES ARE FOR PERMITTING QUANTITIES Urban DesignEARTHWArchitec ureORIB Planning j Interior Design f CUT: 13,400 CoYe �f ►Y FILL: 1,700 C.Y. 1701 Commerce ' Tacoma, Washington �+� 98402 8700 f CB # C- 206 383— I U 206 383�-8728 fax � TOP 84.0 �. LEGEND , 1000 Lenora St. TW TOP OF WALL OF CURB Suite 405 � 82 ...,., TC TOP _ Seattle Washington . N, BC BOTTOM OF CURB 1 FEET 92061 2232 2742 , ' +► -Sr � SCALE 1N D8-�o D011VNSPOUT CONNECTIONS {{zo6� s2z-�s46Z fax r•'�. TOP TOP OF DRAINAGE STRUCTURE C 40 . Members of 9 9 . The American IE 8190 NOTES: '•,�,, � �j institute of $� q) � Architects + - TOP `~'.-... 1, GRADES SHOWN ARE FINISHED SURFACE (V "- ELEVATIONS. 83.89 . TO 2. FIELD ADJUST STRUCTURE LOCATIONS - INSURE THAT GRATES ARE POSITIONED AT THE FACE OF CURB. CB #1 RENCH, 4 TW -.� 3, STRUCTURE LOCATIONS ARE DIMENSIONED IE 70.42 + 83.0 { FROM FACE OF CURB. DRAIN �. ' `� , ' 19031 3&d ,�WA RETAINING , 5, P AI 79.5 ® 1 0P ( y 7Jj • b r 8100 84,0 ., P ,, �t • . . �. L iJ � v �, �A 33728 4+ 8402 C13 #2TOP 80og%5 l>�s 101231 w� BC 86.0 BW 6, 4 �• . rTOP 83,00 ti.. r �,- TC 86.5 S$ S 9 85.59 � .,_..� ,8308 s"- 82.0 Project Title: 83E.5 � �.. � LO #12CITY OF TOP Be0 1 EDMONDS PUBLIC SAFETY COMPLEX C� 00 C 83.7 82,9l 82,98' TOP OFN CB#8v82.77 SAL - CB #10 � �! 92,40 a CB #4 TOP 82.34 g1,50 TE 78.43 .. 94.5 � o �� . TOP �. �.68 -* �.� VN 87,50 3,05 83. � � � CB #18 100' UNDERDRAI $2.56 TE 82,0 NNI" N } I�SWALE ; * 0 5th Ave n u C N . 92.fi0 BC 4,1 TC ..3,78 _ f �. 89, C 83.28 8.� - � + � .�- TC 4.G 29 B ...._.... Edmonds • -8 C. U CB #9 Washington ' TOP 0 PIP 9802.0 94,50 -A ..._ - 82.77AO V- yy�� , •1 LA TOP 0 0 V E ,. ,.... WALL .a _T :I -44 83,30 82.77 82,0 -CI3 #11 .. �. TE 82.0 1 'mow fly'. �� +.M+.e....+.+Mhww +. . . �1•.. .. •• ! • N.. ...a .•w•. .. A 3 Z84 B #23 . -` .. 1 94.90 0P 83.22 � �`�' 82.8 ti T 83,52? v 'r +• •.� Ott " 4f � * ... __.__« Z.72 #14�, 83.0 _ _ _ONE EXI W—MR- OTY ENGINEeA FF=95,0 TOP 82.55 f I _ _ ...,. Q BF=83,0 �� . '`� 4 Job No.: T o 82,90 , 82.9 -� � 82.56 Issue Date: �-- D� 83.72 i � - W0 Y .._...... w4 f {!i , t " " 12 1 fi 97 4 83.3 CB #21, X n C_ 1 .0 TOP 83,30 CB #20 © CB#17 T 82,72 8190 5BC 8Z)10L1 �v .� , o v r�. 82.72 � ~:2 � � - �� y Sheet Contents, � � TOP TW 86.50 �� TOP 83 -Jy � UJ 0 r)_ 83.32 86.50 EN H DRAIN'`r .. NI GRADING w ' TO `87sP ..... x FA =515 PLAN •.. _ .. _-._ ,. a TOP 8.84 CA 1 ..... N co . ,, ,.,�... C All material appearing herein constitutes the ` rn 4 unpublished and anginal work of the Architect N .�.u.��........ �- TOP 84.84 TRENCH D . ff} "�""""""""" and may not be duplicated, used, or disclosed .... without the written consent of the Architect. 04 o,, ^ 'y Scale: R zef. North • caw f „ �� I C •�---------w TRENCH DRAIN 0 20 0�'' �=' I;N- -_-_ _� . DRAIN P. co of � ._............... _. .«....... ._.._« __._.....r......_ �.,. __-----------~------• Sheet Noe: ..,_w. «,.....«.., «... ... ...« _...... _...., 48—HOURS R .. "� BEFORE YOU Dt ,1� �-I Wold 4=a5555 C5 Ld 1=800=42 3/98 FLL R ISI AS PER CITY OF EDMONDS REVIEW, Z;t- tl C; 1/ 98 FLL R !Sl AS PER CITY OF EDMONDS REVIEW, D _� �' No. DATEff BY REVISION o C 0 B J Y W 9-4 O .. Z w C) w H J0 of a. w 0 O o Ld z �i o w � (n U 1 0 ,g7 C7 0 U 0 MNL n 0 2 0 Architecture Urban Design Planning Interior Design 1701 Commerce Tacoma, Washington 98402-3207 (206 383--8700 206 383--5728 fax 1000 Lenora St. Suite 405 Seattle, Washington 98121--2720 206} 223--2742 206 622-9462 fax Members of The American Institute of Architects s r � FEVIRES 101231q Project Title: CITY OF EDMONDS PUBLIC SAFETY COMPLEX 250 5th Avenue N. Edmonds Washington MY ENGINEER Job No.: Issue Date: 12/16/97 Sheet Contents: r 21--96-021 WATER AND SANITARY SEWER All material appearing herein constitutes the unpublished and original work of the Architect and may not be duplicated, used, or disclosed without the written consent of the Architect. Scale: 1n-9n, V" Ref. North IV :LV" 4u, Sheet No.: : ...f r...r.�._.. __ I• ..t...ry __ .. � .r.^r._ .. �.. .��...�.. ...�. r �....l..... �....-. � e.. �. --. ..^... .•!_......._ .. _.�...� _^... .�.. ...r.....�^......--.��.�^�..'.+.�—�.. y--.rT�—.. .�.�.-.��.+�... �...... �--^T..+^ ® A B C D d E s Is 1 a 2 X© n� 03 r .� N o� W v� a o" N V I N t�7 t�0 Z �j - , X In d BLIND FLANGE BLIND NGE 90' BEND B TEE LE MIN, BEARING AREA AGAINST UNDISTURBED SOIL SQUARE FEET PLUG M TEE MUELLER CENTURION 200 OR M & H DRESSER 1, ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST b RELIANT 929 COMPRESSION TYPE 5 1/4" M.V.o, CITY OF EDMONDS STANDARDS AND SPECIFICATIONS, AND WSDOT 1996 LOFPROVED EQUAL) 4 1/Z STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL .� STORZ � FITTING ON IF *r PUMPER CONNECTION CONSTRUCTION AND THE WSDOT STANDARD PLANS. • + ; :: B �" CLEAR FROM MIN. 19" CLEARANCE TO TOP of ' ,: I. BREAK AWAY FLANGE CURB OR LANDSCAPING BERM, 2. AN APPROVED COPY OF THESE PLANS MUST BE ON THE JOB SITE • • WHICHEVER IS HIGHER WHENEVER CONSTRUCTION IS IN PROGRESS, k IN. FINISH GRADE 30 PRIOR TO ANY WATER CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL :;:.•;;...<:: �.::....:.. SCHEDULE AND ATTEND A PRE ---CONSTRUCTION CONFERENCE WITH THE r �" CITY OF EDMONDS , OWNER, PROJECT ARCHITECT 36" iC 3l3' X �' STANDARD CAST—IRON CAP CONCRETE COLLAR VALVE BOX (SEATTLE STYLE 940) AND CIVIL ENGINEER. I 'MEGALUG' MJ CONC, THRUST BLOCK RESTRAINT E' FL x MJ RW GV, 4, ALL WATER SYSTEM IMPROVEMENTS SHALL BE CONSTRUCTED IN BLIND FLANGE OR (POUR IN PLACE} 0 ,. ; TEE ACCORDANCE WITH THESE APPROVED PLANS. ANY DEVIATION FROM THE SMALLER SIZE PIPE A B C D E b d SIZE (SQ, FT,) (SQ.. FT,) (SQ. FT.) (SQ. FT,) (SQ, FT.) (MIN, FT.) (MIN. FT.) q" 3 1 1 1 1 1 0,5 6" 4 4 2 1 1 1 0,5 g" 7 6 4 2 1 1,3 0,7 10" 11 10 6 3 2 196 0,9 12 16 14 9 5 3 109 1,1 16" 29 25 16 8 4 2, 6 1,4 • 1. BEARING AREA OF CONCRETE THRUST BASED ON 200 PSI PRESSURE AND SAFE SOIL BEARING LOAD OF 2,000 POUNDS PER SQUARE FOOT. 2, AREAS MUST BE ADJUSTED FOR OTHER PIPE SIZES, PRESSURES AND r SOIL CONDITIONS. 3, CONCRETE BLOCKING SHALL BE CAST IN PLACE AND HAVE A MINIMUM OF 4 SQUARE FOOT BEARING AGAINST THE FITTING. 4, BLOCK SHALL BEAR AGAINST FITTINGS ONLY AND SHALL BE CLEAR OF JOINTS TO PERMIT TAKING UP OR DISMANTLING A JOINT, 5, CONTRACTOR SHALL INSTALL BLOCKING ADEQUATE TO WITHSTAND OPERATION PRESSURE AS WELL AS TO CONTINUOUSLY WITHSTAND FULL ® i EST PRESSURE AS WELL AS TO CONTINUOUSLY W1THSoTAND O ERATION PRESSURE UNDER ALL CONDITIONS OF ' SERVICE. 6, BLOCKING MAY BE REDUCED WITH USE OF RESTRAINED JOINTS ADJACENT TO FITTINGS. 4111111111111 "CARSONITI:7 COMPOSITE UTILITY MARKER CUM-375 WITH ANCHOR BARBS (2). COLOR: A.P.W.A. BLUE ° M TWO (2) STRIPS OF REFLECTOR TAPE 00/5 (FACTORY INSTALLED) FINISH GRADE NOTE• N 1. THE LETTER "V' AND THE DISTANCE IN FEET TO THE VALVE SHALL BE ON THE POST WITH SPECIAL DECALS. VALVE MARKER C3.1I C3.2 NOT TO SCALE 1 THRUST BLOCKING C3.1 C3.2 NOT TO SCALE �""root '�` �•• PLANS WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER, CITY OF D,I, CL. 52 4 EDMONDS AND APPROPRIATE PUBLIC AGENCIES. ' '' • ' ' "'° EXIST. MAIN 18" X 1Er L4" CONC, THRUST BLOC 5. NOTIFY THE CITY OF EDMONDS 72 HOURS (3 CONC. BLOCK (POURED IN PLACE) WORKING DAYS) PRIOR TO BEGINNING CONSTRUCTION AND FOR ANY MIN. 1 CU. YD, 1" TO 3" WASHED RESTARTS OF WORK. GRAVEL. COVER WITH VISQUEEN PRIOR TO BACK FILLING. 6, FOR AID IN UTILITY LOCATION, THE CONTRACTOR SHALL CALL 1-800-r424— .NQJES; 5555, 48 HOURS (2 WORKING DAYS) PRIOR TO BEGINNING OF CONSTRUCTION FOR UTILITIES IN THE PUBLIC RIGHT--OF—WAY AND A 1. AFTER INSTALLATION HYDRANT SHALL BE WIRE BRUSHED, PRIVED WITH CHLORO--CHEM PRIVATE UTILITY LOCATION COMPANY FOR LOCATION OF ON SITE PRIMER & FIELD PAINTED WITH 2 COATS OF LUXLITE PRESERVATIVE BRAND} IND FLANGE OR OR RU TOLIUM � YELLOW UTILITIES, EXISTING UTILITIES, WHETHER SHOWN OR NOT, SHALL BE 2, WHEN HYDRANT SPOOL EXCEEDS 18' USE FULL CIRCLE MJ REPAIR SLEEVE WITH LOCATED PRIOR TO CONSTRUCTION, SO AS TO AVOID DAMAGE OR 'MEGALUGS.' DISTURBANCE, AND THE CONTRACTOR SHALL ASSUME ALL 3. RESTRAIN ALL JOINTS ON 5" HYDRANT LEAD(SPOOL) WITH MEGALUGS; USE MJ RESPONSIBILITY AND COSTS CONNECTED THEREWITH TO PROTECT, C SLEEVES AS REQUIRED, VENT AIR TO MAIN BY SLOPING 6" UP TOWARDS MAIN. MAINTAIN AND REPAIR, WHERE NECESSARY, °. ••.' . 49 TWO GUARD POSTS REQUIRED AT ALL HYDRANTS, CONFIGURATION OF POST WILL BE 7, ALL WORK WITHIN THE SITE AND CITY RIGHT—OF—WAY SHALL BE SUBJECT f, to DETERMINED BY DISTRICT. SEE 'HYDRANT GUARD POST DETAIL FOR ADDITIONAL REQUIREMENTS. TO THE INSPECTION OF THE CITY OF EDMONDS I FOR T#g#k: DESIGNATED REPRESENTATIVE,, ENGINEER 2 TYPICAL FIRE HYDRANT ASSEMBLY DETAIL Be WATER LINE CONSTRUCTION SHALL NOT COMMENCE UNTIL THE STREET HAS BEEN BROUGHT TO SUBGRADE, C3,1 C3.2 NOT TO SCALE 45 BEND 9, WATER MAIN SHALL BE FIELD STAKED PRIOR TO CONSTRUCTION, WITH 25 4" MIN. THICKNESS COMPACTED FOOT STAKES ON CURVES, D DEPTH ASPHALT CONCRETE _'•'�~`r• SAW CUT ALL EDGES. CLEAN, HEAT 10, PIPE SHALL BE DUCTILE IRON, AWWA C151 CLASS 52 THICKNESS, JOINTS SHALL r'' •'• o EXISTING & TACK EDGES WITH SEALER SS-1 { BE RUBBER GASKETED, PUSH --ON TYPE, OR MECHANICAL JOINT, MEETING PAVEMENT AND SEAL WITH HOT ASPHALT CEMENT AWWA SPECIFICATIONS. FITTINGS SHALL BE AWWA, CEMENT —LINED, f •' rFINISH GRADE DUCTILE IRON EITHER MECHANICAL JOINT OR FLANGED PER AWWA C110, COMPACTED BACK FILL .. • ;, •,,, . AS INDICATED HEREIN. \\.e CRUSHED SURFACING W .:.. ••••:.-•' ' : TOP COURSE 11, UNLESS OTHERWISE SPECIFIED, VALVES 10 INCHES AND SMALLER SHALL 22 1 2' BEND 3'-5" MIN. EXCEPT WHERE:•.•`. BE RESILIENT SEAT WEDGE STYLE (EPDXY COATED) GATE VALVES: ACCEPTABLE --- - HAND PLACED & GREATER DEPTH IS NOTED �; ••,::y ,•:• VALVES ARE MUELLER, CLOW AND M&H, ALL VALVES 12 AND LARGER SHALL TAMPED TO THIS g I ON PLANS SEE SECTION A, C4.1 BE BUTTERFLY STYLE, DEPTH ,D 10 E •;,:' • •• • MECHANICALLY COMPACTED PER (5 EA6) �f i REINF. RODS M FINISH GRADE 1 I � � 9" DIA. REINFORCED II CONCRETE GUARD POST NOTES: 1. HYDRANT POSTS SHALL CONSIST OF REINFORCED 9" PRECAST UNIT SOLD COMMERCIALLY FOR PROTECTION OF HYDRANTS 2, THE CONFIGURATION OF THE GUARD POST CAN BE 293 OR 4 AND SHALL BE DETERMINED BY THE DISTRICT BASED ON FIELD CONDITION5, 3. HYDRANT GUARD POSTS SHALL BE PAINTED WITH TWO (2) COATS OF "STEELCOTE FEDERAL YELLOW* PAINT, �6HYDRANT GUARD POST C3.11 C3.2 NOT TO SCALE `"' ;;:;:; `•::. ::;;5;�" STATE OF WASH. D,o.T, SPEC'S. 12, ALL WATER WORKS FITTINGS AND BOLTED ASSEMBLIES SHALL BE ' .•• EDDING MAIN COMPLETELY COVERED WITH VISQUEEN PLASTIC 4 MIL. THE ENDS OF ' • `• COMPACTED TO 95% Mom' ' •t�•NOTES: THE PLASTIC SHALL BE TAPED TO SECURE THEM TO THE PIPE, 1/�'� PIPE O.Q. MAX. DEN�JV TY IN CITY • :::. RIGHT-OFAY. 1. CROSSING SHALL BE TEMPORARILY REPAVED WITH COLD MIX. . • • f.1 Jf�.V . .! T ��•'''• 'y t 139 HYDRANTS SHALL BEMUEELLER CENTURION C502, YELLOW OR M&H 929 4.'`t' ::-+:, = FOUNDATION GRAVEL 2. PATCH SHALL BE MACHINE ROLLED FLUSH WITH EXISTING CLOW MEDALION WATRONS" OR "DRESSER RELIANT W / TWO 21 " HOSE AS DIRECTED PAVEMENT AND SHALL BE PLACED PER. SEC. 5�-04 OF � I THE WASHINGTON STATE D,O.T. SPECS. NOZZLES & ONE 4� NST PUMPER NOZZLE MEETING AWWA SPECIFICATIONS. -1 1 4! BEND 1. MECHANICAL TAMPING OF BACK FILL IN TRENCHES 3. SEE C4.1 HYDRANTS SHALL BE FURNISHED WITH THREADED OUTLETS, MEETING FIRE DISTRICT/DEPARTMENT STANDARDS. BOTH THRUST BLOCKING AND REQUIRED AT ALL DRIVEWAYS. MEGALUG RESTRAINTS ARE REQUIRED ON EACH HYDRANT INSTALLATION. 4 1 /:r 3 TYPICAL TRENCH SECTION K004 ASPHALT PAVEMENT REPAIR 149 FIRE HYDRANT PUMPER CONNECTIONS SHALL BE STORZ =5�, ALL SHALL BE EQUIPPED WITH NATIONAL STANDARD THREAD ON THE PUMPER PORT, C3,1 C3,2 NOT TO SCALE C3.2 C3.1 NOT TO SCALE ADAPTER SHALL BE INSTALLED AFTER WATER SYSTEM IS TESTED. THE STORZ ADAPTER SHOULD NOT BE PAINTED. STEEL IP ELBOW FIRE DEPT, DOUBLE CONNECTION FOR STAND PIPE WITH BREAKABLE 15. PROVIDE THRUST BLOCKING AT ALL FITTINGS AND BENDS AND UP — CAST IRON HOSE CAPS EQUAL TO THRUST FITTINGS, IN ACCORDANCE WITH CITY OF EDMONDS GRINNEL WITH HOSE CAPS PROVIDE 1# RFOAFFRAPhi STANDARDS, CONDITIONS AND SPECIFICATIONS, CONNECTION TO MATCH FIRE DEPT. 16, ALL NEW CONNECTIONS TO THE EXISTING WATER SYSTEM SHALL BE IN STEEL. I REQUIREMENTS. to dQ - STRICT CONFORMANCE WITH THE APPROPRIATE SUBSECTIONS OF THE 0 SPECIFICATIONS OF THE CITY OF EDMONDS, NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN AND THE EXISTING MAINS UNTIL THE I� \1 \ \ NEW PIPING HAS BEEN FLUSHED, DISINFECTED AND TESTED. `• . 4 ' .''. 9 M EGALUT 17, INDIVIDUAL WATER SERVICE LINES SHALL BE 1—INCH DIAMETER MINIMUM J MJ RESTRAINT SIZE AND SHALL BE INSTALLED WITH 36- INCH MINIMUM COVER. WATER 36" x36" x8" METER SHALL CONFORM TO CITY OF EDMONDS STANDARDS. STEEL PIPE CONCRETE PLAN FL x SCREW COLLAR A,180 WHERE ROAD GRADES ARE ESTABLISHED, PROVIDE A MINIMUM of 48— INCH COVER OVER 12—INCH OR LARGER WATER MAINS, PROVIDE FL x FL 21, COMPACTION — ALL TRENCH BACK FILL AND ROADWAY EMBANKMENT MINIMUM OF 42—INCH COVER OVER 8—INCH MAINS, OR ADDITIONAL SHALL BE COMPACTED TO 95% OF MODIFIED PROCTOR MAXIMUM DEPTH, AS DIRECTED BY , OR AS REQUIRED TO MISS OTHER •, DENSITY, IN ACCORDANCE WITH ASTM D-698, EXCEPT THE TOP 6 INCHES UTILITIES, ENGINEER • ' ' • IN PAVED AREAS WHICH SHALL BE 100%, 199 DURING BACK FILL OPERATIONS, WATER MAINS CONSTRUCTED WITHIN 90? BEND FLxMJ 22. THE WATER MAIN "CONSTRUCTION PHASE' WILL NOT BE CONSIDERED EASEMENTS OR PRIVATE ROADS SHALL BE FURNISHED AND INSTALLED 1-4" ADAPTER • ' COMPLETE UNTIL THE INSTALLATION IS ACCEPTABLE TO THE CITY OF WITH TWO SETS OF 3—INCH WIDE METALLIC MARKER TAPES, ONE STRAND FLxMJ WITH EDMONDS INCLUDING A SATISFACTORY AT 2--FEET OF COVER AND THE SECOND STRAND AT 4—FEET OF COVER. "MEGALUG" HYDROSTATIC PRESSURE TEST, A SATISFACTORY DISINFECTION TEST, THRUST SATISFACTORY FLOW OF SERVICE LINES AND COMPLETION OF ALL ITEMS 20. MINIMUM RADIUS FOR 12--•••INCH AND SMALLER PIPELINES CONSTRUCTED ELEVATION BLOCKING ON THE ARCHITECT AND INSPECTOR'S PUNCHLIST. ON CURVES (4!' DEFLECTION PER JOINT) IS 258 FEET, CONTRACTOR TO PROVIDE ADDITIONAL FITTINGS AS REQUIRED FOR PIPE ALIGNMENT WITH 23, WATER SERVICE IS AVAILABLE ONLY AFTER TRANSFER OF OWNERSHIP TO A RADIUS OF LESS THAN 258 FEET. 6; NOTE: PROVIDE GUARD POSTS PER THE WATER DEPARTMENT AND AFTER PAYMENT OF ALL APPLICABLE r 1 C3 • 2 FEES • 26. SEE RM 4.8. RM 4.9. RM4.10, RM 4,11, RM 4,12, RN 4.13, RM 595 r7% FIRE DEPARTMENT CONNECTION 24. ALL PRIVATE HYDRANT S SHALL BE WIRE BRUSHED PRIMED WITH RUST FROM ADDENDUM NO. 5 FOR ADDITIONAL CITY OF EDMONDS STANDARD INHIBITING PRIMER: WHITE #286262 AND FIELD PAINTED WITH 2 COATS DETAILS AND NOTES, C3.1 C3.2 NOT TO SCALE OF LUXL{TE (PRESERVATIVE BRAND) OR RUSTOLIUM YELLOW YELLOW 25. COORDINATE WITH THE MECHANICAL PLANS AND VERIFY THE LOCATION, SIZE, AND DEPTH OF WATER SERVICE AND FIRE CONNECTIONS AT THE BUILDING PRIOR TO CONSTRUCTION. E e 2 s Architecture Urban Design Planning Interior Design 1701 Commerce Tacoma, Washington 98402-3207 206383-8700 206383-8728 fax 1000 Lenora St. Suite 405 Seattle, Washington 98121-2720 206) 223-2742 206 622-9462 fox Members of The American Institute of Architects 19031 33r•d Ave. We, Suite 301 Lynnwood, WA 98036-6638 425/775-3434 EVIAE9 10/23/C16( Project rna: CITY OF EDMONDS PUBLIC SAFETY COMPLEX Sheet Contents: WATER NOTES AND DETAILS t T B 0 C 0 D A ® B m C ® D ® E Miewune"it-10+Pardini SEWER LOCKING CI CLEANOUT Architecture RING AND COVER WITH Urban Design W STD. LOCKING RECESSED HANDLE niteriorg LIMITS OF EXCAVATION Design RING & COVER READING "SEWER" FOR MANHOLE ADJUSTMENT H-20 RATED IN OVERLAY a �.y�'' PAVED AREAS 1701 commerce 3 ACP CLASS G� Tacoma, Washington 6 MAX. ADJUSTMENT r 2 0 CAP WITHOUT ..... — 3207 EXISTING =� � SUBSEQUENT BACKFILL, SEE gas 383--s7ov 24 -�� SPECS. FOR BACKFILL GASKET 206383-'8728 fax ADJUSTING BLOCKS „ z SCHEDULE �a A' 3" MIN. 100e Lenora n ra St. 4 MAX. --8 MIN. -- .... � �--- ! 6 MAX.Washington ....... ........ :. .... ... ..... .::•::::: ....... ~ 1 s- ECCENTRIC CONE SECTION vl �, �f, 43%4 206 223 2742 " ; L. �.,• TRACER TAPE -- - — ., ' 206 622-9462 fax w 10 10, VO�r cn e TONI ' •..... � ,.r �.. •. `. Memb ..v :. ......... ........... .... A I IAL BACKFILL BEDDING FIBER JOINT 8" PVC The American .........................: Institute of O !d.• • 4 ..........'.'.'.'... . .A '.......... .... PACKING f• RISER RING OR ... ..........:...• /1" : y Architects .. CONCRETE BLOCK CON R ' . • �.•...•.•.� \ 45` C� BEND GROUTED IN PLACE WITH � � ::.'.•.• •.: a .'.'.'.'..'. \ • �• EMBECO NON SHRINK GROUT • �•• PRECAST SECTIONS PER ,�:• .ac #636 OR APPROVED EQUAL N :a •• w APWA STANDARDS . c� ��•� .a —, z . • . • • —' O.D.- 18" MIN. •' v a •, q 4' `+ . �• � o O.D.+24" MAX. r • • MH STEPS POLYPROPYLENE, '-� 44,• a m , ..� • NOTE• ASTM ' D4101, MATERIAL DVER �• • • .A • • ASTM A-615, GRADE 60 STEEL SEE SPECIFICATIONS FOR 19031 33rd Ave, W, Suite 301 ° �° ' ' a •' 48" REINFORCED BAR, STEP TO MIN. CLEARANCE REQUIRE— SANITARY SEWER, CONCRETE Y _ 4 . • a , � • :a Lynnwood, RYA 98030 Q638 �.a •: MENTS AT WATER MAIN SEE PLANS BEDDING, 42s/775-3� •� • �. COMPLY W/ ASTM C-478 AND SERVICE CROSSINGS. '�'� � ••� • � . CL 3,000 (LANE, MA INDUSTRIES OR EQUAL) • NOTES. Q -- 6 1 %2 � •. !n ` v GALVANIZED 1. PROVIDE UNIFORM SUPPORT UNDER BARREL . ,o • li STEEL LADDER --- �•�-• —_— — -mil I b 2. HAND TAMP UNDER HAUNCHES — SHELF WATERTIGHT z PLUG TO BE IN MANHOLE ADJUSTMENT DETAIL � 2% 2% 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY SAME MANNER AS C3.1 C3.3 NOT TO SCALE PRECAST BASE SECTION 4. MAKE SURFACE OF BEDDING LEVEL, OR SLOPE UP MAIN SEWER JOINTS ,�37ao o�� AWAY FROM -�, LISTER"'' �. x 5• PAVE NT REPAIR SHALL CONFORM TO DETAIL 4, C3.2. `�f N AL tig x x 2 1 0/23/ql 2 p 2" CLR SEINER BASE REINFORCING 4' SECTION -•TYPICAL TRENCH 4 SEWER CLEANOUT � C� 12 O.C. BOTH WAYS NOTE. �INS , STD. LOCKING AS PER WSDOT Project Title. ,� RING �c COVER LARGER MAN HOLE TO BE APWA STANDARD C3.1 C3.3 NOT TO SCALE C3,1 C303 NOT TO SCALE 84.50 MATCH ASPHALT REVIEWED ON A CASE BY PLAN B-23a Jr 1 11 If CASE BASIS USING APWA CITY OF STANDARDS. 24" EDMONDS ADJUSTING BLOCKS 14' MAX. -' 8" MIN • TYPE 1 MANHOLE(SANITARY)SAFETY IS mommmmo SIMMONS w °' ECCENTRIC CONE SECTION C3.1 C3.3 NOT TO SCALECOMPLEX MIN. 1 1 /2" DISCHARGE C1I ---- SEE NOTE 2. ................................................................................................................................................................................... SANITARY SEWER NOTES 6" PVC . PRECAST SECTIONS PER : : : . 1996 250 N. • EXISTING BUILDING . • 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST CITY OF EDMONDS STANDARDS 1E = 77.26 APWA STANDARDS " • 90 AND SPECIFICATIONS, AND WSDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPALEdmonds 90 .. .. ........... ....... .... ...................... . :............................................................................................. .. .... .. • ' CONSTRUCTION AND THE WSDOT STANDARD PLANS. • . a5 In tan STEPS POLYPROPYLENE, • M � � � PROP. ASTM D4101, MATERIAL OVER PROP:" WATER 2• AN APPROVED COPY OF THESE PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS98020 ASTM A-615 GRADE 60 STEEL 2 FIRE PROPOSED GRADE 3• PRIOR TO ANY CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL SCHEDULE AND ATTEND A PRE— 48 REINFORCED BAR, STEP TO : : .. . ." ... ... ... COMPLY W ASTM C--478 : ..... : . .......................•...••....'• .......•.•.'.' ..... ........ '......•..•..'.....•..,....... ... ..... ..'. .• ' CONSTRUCTION CONFERENCE WITH THE CITY OF EDMONDS, OWNER, PROJECT ARCHITECT AND CIVIL -OV hEXISTING GROUND .3 APr6%HVa7 EXIST. 3 1 �-(LANE, MA INDUSTRIES OR EQUAL) : ENGINEER.12 SDAm "WOO�� 4. FOR AID IN UTILITY LOCATION, THE CONTRACTOR SHALL CALL 1-800-424-5555, 48 HOURS (2 WORKING DAY } RU GALVANIZED 6 /2 :PROP. : PROP. — � � PRIOR TO BEGINNING OF CONSTRUCTION FOR UTILITIES IN THE PUBLIC RIGHT—OF—WAY AND A PRIVATE UTILITY n . � �,,. • STEEL LADDER = :12" SD " : : S0 12 . SD 80 LOCATION COMPANY FOR LOCATION OF ON SITE UTILITIES. EXISTING UTILITIES, WHETHER SHOWN OR NOT, SEWER TEMP. SANITARY ... ... ...: ' • - . .... ............................................. ..........gib o.. ........................ • SHALL BE LOCATED PRIOR TO CONSTRUCTION, SO AS TO AVOID DAMAGE OR DISTURBANCE, AND THE neiw& SUBMERSIBLE PUMP, r : (c� CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY AND COSTS CONNECTED THEREWITH TO PROTECT, SEE SPEC, SECTION 02730 . EXIST. �G : MAINTAIN AND REPAIR, WHERE NECESSARY.I"'dLJVF# ca PRECAST BASE SECTION 12" SD : PROP. 5 ALL WORK WITHIN THE SITE AND CITY RIGHT—OF—WAY SHALL BE SUBJECT TO THE INSPECTION OF THE CITY 0 12" • ..... ... ......... .. .. ...... .. • .. Jab No.: —96-02 .. .. ... EDMONDS OR THEIR DESIGNATED REPRESENTATIVE. PROPS ' x . 12' SD Issue Date: • 6. PRIOR TO BEGINNING WORK OR MOBILIZING EQUIPMENT, VERIFY ALL EXISTING PIPE 2" CLR LOCATIONS AND INVERT ELEVATIONS AT PROPOSED CONNECTIONS. ADVISE OWNER OF �•p% ACTUAL ELEVATIONS AND NOTE VARIATIONS THAT WILL AFFECT THE WORK. 12/16/97 ..... ' �G.. .. ................ ............. : 70 p 70 . ® BASE REINFORCING A- .. 8... .. .. 1 : • �C 7• SIDE SEWERS SHALL NOT BE BACKFILLED UNTIL THE PIPE HAS BEEN INSPECTED AND APPROVED, @ 12 O.C. BOTH WAYS g �' NOTES: • 8. SIDE SEWERS SHALL HAVE A MINIMUM GRADE OF 2%, V] •• O 1. WSDOT APWA STANDARD PLAN B----23a • Sheet 9. ALL MANHOLE JOINTS SHALL BE GROUTED TO THE MANHOLE, W 2. PROVIDE DISCHARGE PIPING CONNECTION ... .. .. .. ... ... ... ... ....... .... .. ......... ..... .... .. ... ...: It ..... .... ..... ...... ... .. ... ... .... .. .., ...... .. x © S AND FITTINGS FOR CONVEYANCE 0. CONNECTION TO EXISTING MANHOLES SHALL BE MADE SO AS TO PREVENT FOREIGN MATERIAL FROM COUPLING � SANITARY SEINER TO EXISTING GRAVITY SANITARY SERVICE. ENTERING EXISTING SEWERS. • NOTES AND CA 3• PUMP AND DISCHARGE LINE TO REMAIN 11 • PVC TO CONCRETE CONNECTION: EPDXY/SAND SEAL OR CAST —IN BOOT. �� 0 ;� 60; D ETAI LS IN PLACE UNTIL 8 SANITARY SEWER 6a .... z ..... ... .... ... ....... .............. ' ... .. ......... ........... :. .. ........ .. N ! MAIN IS CONSTRUCTED AND ACCEPTEDCM 0 12. LIFTING EYES IN MANHOLE SECTIONS SHALL BE PLUGGED PRIOR TO BACKFILL ON THE OUTSIDE AND PLUGGED 0 . • : ON THE INSIDE. _ 4. FILL MANHOLE WITH LEAN CONCRETE TO • w� ' *� All material appearing herein constitutes the . ALLOW CHANNELING SERVICES FOR GRAVITY • o to : z cn 13. MANHOLE SHALL BE APPROPRIATELY CHANNELED. 4 unpublished and original work of the Architect o �• - .. SERVICE. z 00 : � � w �•— • : , • �- and may not be duplicated, used, or disclosed .., rn ..... ..... ... .. ... .... fJ? . .... .. .. . . without the wntten adneant of the Architect. !— ........... . ........ .�! !.,r r•� r� ........... Q0.... .. ... �• ... �... ..... .. , :.. .. ... .. _ 14• GRADE RINGS OF MANHOLES SHALL BE GROUTED TO A SMOOTH CONTOUR ON THE INSIDE. u a. .y ..._ >C QO oo �-.; W a� Scale: .North • , - i • , • 1+ W TYPE 1 SANITARY SEWER MANHOLE NO95 =Ww ww www _: =ww 15• ALL SIDE SEWER CONNECTIONS TO THE MAIN COLLECTOR PIPE SHALL BE INSTALLED WITH As SHOWN = V = _ t� NOT TO SCALE � � .... �� tn: !; > C3.1 C13 Z E z z z • aE z : 16• ALL SIDE SEWER TAPS SHALL BE INSERT —A —TEE TYPE. o ' ' ..... .... .......... ............. .... ...... .. ..... ... ... ... ............ .......... .......... • L. ' • O' 4' S' 16 cco >�! Yoe .,� Sheet No.: 8 SSWISS.S. PVC PROFILE 1=800=424=6556 SCALE: HORIZONTAL 1" = 50'—d' 1 /98 FLL REVISION AS PER CITY OF EDMONDS REVIEW. ADDENDUM NO. 3 VERTICAL 1" = 5'-0" U NO. DATE BY REVISION o E e ° A m D C D . - . ...... . . . ........... - ----------- --- ---- ----------------- ---- -------- ---------------- -------------------------------- --- - - . ...... - ---------- - ------- - . ..... . ... ..... . . . . . . . . . . . - - - - - - - A 0 B 0 C D E 0 ern + 0 Architecture Urban Design .....-odogre"w'd Planning f o'd- Inter or Design t. t Y. N 0 Commerce OF Tacoma, Washington OF 27 CLe 13 ASPHALT CONC, 98402-3207 SCALE IN FEET 'e. 1% PAVEMENT, ROADWAY. 206 383-8700 owe 1 27 CL, B ASPHALT CONC. 206 383-8728 fox twwo� &-,r- 7\" 1%dow.. " r !:I 6vP 14 qggr%-7zT%",f--V 1% PAVEMENT, STANDARD ........ \� k 1000 Lenora St. z or C 20 0 20 40 NA'O' 0 6 a 'a Suite 405 - a War, .... . . . . . . . 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PROVIDE EXTRUDED CEMENT CONCRETE CURB ... ......................... ............................. . ....... . ... ................................. ...... ... ... .......... GUTTER ADJACENT TO NEW SIDEWALK ALONG D PAVEMENT AND a I I d aad** I .... ........... . ....... ......... . .. ........ .............. ..... ......... ..... I ........ .............. .......... .......... re. . . . . , dog . . . . . . . V .. ........ ................. ..... ............ ................. .......... 4.6 ........ .......... ....... ............................................. ES. . a......... ...... ......... . ...... ............... .............. .... a - ------- PAVING ................................................... .. ......................... *0.40. a.............. I .......... I .................. a.............. ..................... 10 I P ... ...... ................ .............. CD ............ do .... ... ....... .. ........... a............................. ....... 15 1 Z:z ...................................... -! -------- ar I ............ a.............................................................. LAAAfi6LAAAAA ................... I A ..... ................ SE ..... ..................................... ................................. a-01 1 .................................. I .............................. 4*0 000: R it PLAN . ........... ............... .... .... ........ ..................... 1/2 R 2*5 5' *5 Cl%j ------ . ...................................... ......... . .. ....... I - - --------------- C4*1 C4.1 1/2" R < to 0%0 THROUGH JOINT ...... . ..... .... z 4!��3 __ 0 e a(10' ON CENTER Uj o(D t3 4 All material appearing herein constitutes the 4 die 0 *4 0 d original work of the Architect 0 A 009 A '10 a owe A it .... and rnal not be duplicated, used, or disclosed z without the written consent of the Architect. saaaaU) TION . . .... C<O Scale: Ref. North 7z X EPDXY RESIN TYPE 11 CEMENT 1 =20' A 6 1/2 SEE CONCRETE C491 C4* 1 o1 P-6 0 . ........... - -------- - SAWCUT of CEME O.UC SECTION =�"EXTRUDED . . . .. ..... . . .. .......... .. .. ..... . ------------- --- g- --- -- -- 10, 20" Ito, 0 OURS 1k .0 CU CEMENT CONCRETE CURB C; Sheet No., t: 2/98 FLL REVISION AS PER CITY OF EDMONDS REVIEW. ADDENDUM NO,5 C4*1 C4*1 NOT TO SCALE C491 C4., 1 NOT TO SCALE 132"FORE YOU DIG Ci F 1/98 FLL REVISION AS PER CITY OF EDMONDS REVIEW, ADDENDUM NO. 3 %%Waft 000001 I I 1m800424m5555 V) 0 13Y REVISION NO. DATE 0 0 A B C D E tt Pard x V, { TMs ® C 0 D Mtehrritt+Pirdini THE INFORMATION PROVIDED ON THIS r . SHEET C5.0 HAS - Architecture - BEEN DESIGNED . BUILDING WALL Urban Design EXIST GPOWER SEE'`EL Planning • .y=. AND PREPARED BY MERRITT+PARDINI . Interior Design ASPHALT PAYING NOT REID MIDDLETON. FOR THE PER PLAN � PR0111DE EXPANSION JOINT AND FILL FLUSH WITH BLACK SEAi.ANT. 1701 Commerce • ORIGINAL DESIGN SEE Al 1 AND A8.9 ASPHALT IMPREGNATED �•. Tacoma, Washington .:'• .,, ... .� . CURB BEYOND PROVIDE EXPANSION 98402-3207 SITE MATERIAL AT BUILDING SIGNAGEu JOINTS AS REQUIRED, 206 383-8700 CITY OF EDMONDS" IN THIS PLAN SET. 206 383--8 728 fax SEE 5/1 SIDESLOPE 0 1:10 1000 Lenora St. � ' • sxs .w1,4 x w1,4 wwF Suite 405 � A8.9 3 TEXTURE RAMP TO WSBF CODE 66 W1.4x Seattle, Washington 9 W1.4 w�YF � 2061 2232 2742 SLOPE RAMP 0 1:12 1 2--14 CONT. -- /4 PER FT. �206 622-9462 fax ' A1.3 EXISTI OWER POLE EE ELEC, Ire A • • • • . ARTIST STONE &PLAQUE TYPICALI _ • . •.r-�•• •-.• ..• Members of FLA S .• • �:;-- ' ' .;.• • The American . . • HISTORICAL I PRETIVE6. ' - ' .... I ''• ` Institute of CENTER BENCH AN LK I 11 *' r� I I I , .... _ :- v ; .. l I_l ,4• , I Architects ADDITIVE ALTERNATE .014 CONT. r I I ..• TYP, s' 4' CRUSHED ROCK BASE l I I • . 4' CRUSHED ROCK FILL'• NEW SIDEWAL t 30, ON UNDISTURBED SOIL • . . ` " C fpsfi dop HNDCP. RAM P SECTION SIDEWALK : ; 19031 33rd Ave. W., Suite 301 C o J? _ ,. 7 �.. Lynnwood, WA 98036,-6638 SCALE. 3 4 -- 1 --0 EDm no 1 • • - % " " " p SCALE. 3/4 1 0" 425/775-3434 - " 10 - AU 5 I HDCP. PARKING SIGN •- SEE IdS�r,� 8.9 <F 0 � d A1.2 Q NOTES: elf , ��- Cj 1. SIDEWALKS ADJACENT TO ST REET RIGHT OF WAY SHALL BE 7 IN WIDTH, 2. CEMENT CONCRETE FOR SIDEWALKS S " HALL BE 5 THICK. 1 R12' 8: �e 2 l9Pj, a 3). ON STREET PARKING, SIGNAGE, AND PAVEMENT MARKING31 WITHIN STREET DW +89,08, Al •� ! S `6. RIGHT OF WAY TO BE DONE BY OTHERS. RAIN �s a NEW SIDEWALK HOLLY FLUSH PAVEMENT , 3 Q � A Project Ttle: ST PED WA EDGE CONDITION I (TYPICAL) + ' TYPICAL AT PARKI 10 �' TI1 9U,48 fir, 280 M 4�'�,6 � ��' c' . TY O i CO RETE WAL"`DM0NU` 8 L TOW +91,5 0 a NEW SIDEWALK t NEW PAVEMENT R8 `�Q" ,.Ci oe + 1 . 4• D l�j� IN ENTIRE PARKIN �.0, F" U"L*` L C Q10 A OF"""E T Y 8 r SPE CIMEN �S Jp 6' `;o AREA TOW +92,62' 1, DCOMPLEX - � -ARTIST'S. CH SE �; � e. ��0 0� � - _ 00 ROOF OVERHANG TY . �--- 1� 0 �D. o ,� RTT '�eL SEE Jp , � SITE SIGNAGE Vw 10 ' STEPPED WA `° l� Wig, ♦ FUELIN B2 4 ;� Atr #4 2'-6r �`� ;0 6th Avenue North ROOF OVERHANG AIST' . " 9'`Dt NEW PAVEMENT 8'x` ti 3 G►T.E, PAD & Edmonds S (ALES" SEE � G 4 THICK K 10'x10' PAVING i' w PED STAL BY OTHERS IDEW A Q Wash"ngton f I7 IN 16.0 -� va Q }-- o CU ATED T E CAPSULE D FEN( �'� C 8� C " 98021 .,� 4 M 24 • Ls.J �,- r.rr. L.Li? CAT H BASIN FOR BIDSWALE 3 ONC PAVI G ROOF OVERHANG, TYP, =99 CIVIL 3 C/) CnURTS 4 r4" THICK �TOW +8',0' %I 10 x10 PAVING OW+85, 6 • J A 1.2 '' �► .J SLOPE `O 6 SPRUCE WNk �4 TOW +83 ' TO +82, ' 3 BID SET � A1.2 c� 1�• � ��=per WOOD FENCE Job No.: 96021 cDn FIRE STATION .10 Issue Date: b S , o�I, to � Q tiQ E WOOD FENCE POLICE �- �' �. I-•• i N Q� RELOCATED TOTEM POL Li m z a: Sheet Contents. elf W E CIVIL FOR R NG Lii x o 2 Q (0�5 DRAIN LO f IDNS� 4A1.2 ~�- A� .2 B 3 Q O Ll OLLARD, TY , 2 ��` 9`TE PLAN Al CL ° c� R� CMU W LS 9" • : REQUIRED SETBACK + M 9" C 12' w o 24" P 6 CON R APRON 0 �U 4• t�'`� �S� All moteriol appering herein constitutes the E IST NG ID WAL T E Q} 4 unpublished and original work of the Architect ~U ' and may not be duplicated, used, or disclosed without the written consent of the Architect. 0 NEW CONC, SIDEWAL TRANSFORMER VAULT AND PAD WITH EXISTING POWER POL 2 SCREENING LANDS APE ON THREE 871-9" 10 22'-0" Scale. BOLLARD SEE 2 3 4 SIDES - SEE 3 Ref. 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AREA SEPARATION I WAL SHALL BE 1HR, FIRE RESISTIVE 2 —8 i CONSTRUCTION, FORWIDTHOF 8 8 —8" 5 FTt 0 N BOTH SIDEOF THE AREA aSEPARATION14' j OF 28 —8 w o'—o 2 �— 2 r c A3m4 SCALE: 18 - i10'-0" 30'-0" 46-02-8 2 )"1 a x i 8 8 2-8 8H IN i 2-2 . 1 - /2" 8 4 6'-36'-3` 4'-6" 4' -6" 4'-- 6" 4'-2" 4'-6IF Vp 8 Aj Lf bft WEI i do It Do 0 D a IF 0 POLICE ADMIN � s'-o' � 13 � 2 4a CHIEF 3 CONFERENCE � � OIL" � A4m1o 4 D�• 2 o �sc-r. z s � z2 � 18 14 13 13 14b Zoo \ i _ � 13_ mI � / � 4 DETECTIVES � UCTS IN WIyLL 13 WAITING lo � N 2.9 13-5 1/2' i �� 24bCON 13 13 D.A.R.E. p p � A5 p 216] OFFERRED FILING � 32-7 1/2'2 � � 10'-3 1/8'p 11'-8 3/4" 13 2' 6" � CLERESTORY WINDOWS --- 3 .— 21 2 6 t I Ili� 1'-7" � 2A1 08C FIX ri 21 19 21 1 8 OB B 221 13 0 10 ASSISTANCE i U� BTACU ON 1 4 _ 228a o ;ORRI 0 � � 225 CD PHOTO 8 � 1 21 2 2A1 OBC 1 I � We.a� — — 35 -� 20 2elk '1 223 PMEININilkMkllkm 10 W.C. p 11 11 3 - — - - o 2-3zl CO F. y, M � � INT. 226 cORR INTO 23 5'-0' 13'-8 1/2"' .. 239 �. � 5,�a„ 29 KITCH � I 10 8'-2 1/4x 5-0 2 9931 � 22.9 10 228 !rm -EU33MMLuXuu 2 10 235 CORRIDOR � 13 [� �' �13 t8j � 14 o "' N 227 1 g 13 2 4 2^ � 13 I ARC.(13 � 9 A.P.C. 13 �i I DETS, NARC. � TRAIN. 13 RI E, PREVENT. 14 9-9 � SGTIQ SGT* RIME PREV � o A s I ST. 2 9� C1 9 3/4" 2�s OFFICER9."in 230b J1-- C=) i p a M I D. —4 �~6 1# Lp ol i" � 3-5 1/ 884'-6 1/2" 8-- 4' 1 B^ 8• 88-8ROOFUNE ABOVE 3 I 23 3o'-a' 54'-0" NOTE: 3 1. 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''! {::" .: yJV 2 1 l i5 n� „f { a } ..1 :?' :� . ' k'� y ,:.•f:t „l} i t ', hY��::."..:: :j�.':.::I.. i:...y..'::..a , 1 } z �;iQ... e.y,. *M1M1 ,try}'''('f; ' :,'::+.': `' fin: �,;°:. y #'.i:' . �� e F 1! .'.:: ,r l: ,..:y,�, ;> . I ;�+ ': M1f .+. .tit+ , , +l +.•+ „ rx }� f�:,.r{.lri;Vlk, .'. �.'; ++. .. .. . . .T. . + a yq ! x} I+ i+.. „ r:''>` 40 . i <:�.w..;y ..:.:..i..::..•..•.. . >' !�`::, ;i' k.: f' . ■ ■ $''%+: R #.'� r { x 5 .„ Y:., ,,,,`" :;: ; M 2 5 } }'...la.... ;/ �vkx''�. r 4.. �.�.. + : �\ . � � ? \�� : STRUCTURAL DESIGN CALCULATIONS Publoic o Complex � ared ' Prep by. KPFF Consulting Engineers 1201 Third Avenue, Suite 900 - Seaftle, WA 98101 Job Number 96363 Novembe r 25, 1997 TOPIC General. Design Criteria Snow Loading Selected References Footings Police and Courts Building0 . Lateral Gravity Fire Station: Lateral Gravity Existing Public Safety Buildings. Temporary Infill Walls .- TABLE OF CONTENTS 11 EDMONDS PUBLIC SAFETY COMPLEX D IGN CRITERIA AND LOADS KPFFm JOB # 96363 I :� 9/15/97 El sz;t4019F #ro1�,��'#;;��Y ��.` �k }}�t.`•�;�'S: \#' 't}��{ Consultl*ng �Fb!.'Sf�r;3.`�r>,,>'«:ta51 Engineer 1201 ThirdAvenue,, Suite goo Seattle,, Washington 98101 (206) 622-5822 Fax (206) Dst.doc 6 LIVE LOADS EDMONDS PUBLIC SAFETY COMPLEX KPFF JOB # 96363 DESIGN CRITERIA AND LOADS TABLE OF CONTENTS PAGE STRUCTURAL DESIGN AND SYSTEMS � �� ..#....i•.i#■...#..#i#i#ii###•ii#ii•■..i#■.■.■,■ ■.� ■.■,■, * CODES AND REFERENCES........... won 066648 RUN6964w000s @@*see &*pa•i##ia•i#■■si##■##i•ii■i#i#ii#*if;4f## ■ MATERIALS SPECIFICATIONS AND STRENGTHS............... 0 goose me @*seeded 868.0affie $66660 an 0*06 Sosos■■■*so RPAN r)FPI Fr.TIOKI r,.AMRPR •#■i**#i**#••#Mii■#i#•iiF*i•■■s*#**#*i*#•••■#•i*#ii**#i*#i#iifi#*#*■•■s•■■■■#•i■#■•is#■■ ! # • • • • # i # # • i i • i • E ■ ■ s ■ # # ■ ■ • # i # • # • • # i • • • • # • * i ■ i i ■ • ■ • 1 # i ! # # i • i * # • * # • ■ • # # • ■ • ■ ■ moo * # • # # • • i • • ■ ■ • • ■ i # • • # ■ • # * • # * i # ■ • ■ • ■ i ■ ■ # # i • i i i * i i i # i DEAD LOADS 2 3 5 6J Roof i Loads Moo**sees mongoose **##.ii#*##i•*a■■■a•*•ii4•i#6.■o■ ■00..* 6 be, Floor Loads.m. 89999999 Boggs so now*@ own move@ 86860418 as "so 460986868994 a#a•#■###•###••i*##ii■■*•■#i*si#i•iiii#i**s■•i#*#i##*i 7 C, Exterior all Dead Loads and Typical Stair Loads moo now Noe 8 LATERAL LOADS a. be C • Wind Design for Primary Frames and Systems....... some@ &*Genovese Wind Loads on Elements of��■.■..■�..■..m..��.#*##�#..�.■i•�.�i#a..��•*#sm•ini�■■■.■##.*...#ie•f Seismic Design.......... s i#■■#■#■#•#i#•fs•■#n•■**@*ones 9 10 11 Dagnat.dw EDMONDS PUBLIC SAFETY COMPLEX KPFF JOB # 96363 DESIGN CRITERIA AND LOADS STRUCTURAL'.DESION.-.--AND-"SYS-TEMS"SUMMARY'- Edmonds Public Safety Complex The Fire Station is a one story wood building with plywood shear walls. The apparatus bay has a steel ridge beam supported on steel columns. Wood TJI's frame into the ridge beam. The lower roof is all woad. The building is supported at the foundation by spread footings and continuous wall footings. The Police and Courts building is a split level wood structure with plywood and concrete shear wa11s. The police wing is a two story structure. The roof is framed with Premanufactured trusses bearing on wood wails. The floor is framed with wood TJVs and sawn lumber bearing... on glulam beams and wood walls. The courts wing is a one story building of similar construction. The entire building is supported on continuous and spread footings.. PAGE 1 EDMONDS PUBLIC SAFETY COMPLEX CODES AND- REFERENCES."'. 4 UBC (1994) UBC Standards ACI 31 . AWS I lioareDI loll Dlo4 AISC ASD - Ninth Edition (1989) AISC LRFD - Second Edition (1994) KPFF JOB # 96363 DESIGN CRITERIA AND LOADS n ASCE 7*&95 Minimum design loads for buildings and other structures formerly ANSI A58 is For Washington, Snow Load Analys Washington. Second Edition, by Structural i? Recommended lateral force requirements and commentary - Seismology Committee Structural Engin Verco Steel Deck Catalog ears Associa#ion of of -1990 91) Engineers Association o NDS - National Design Specification for Woad Construction and Supplement -1991 4 Simpson Strong -Tie Catalog 4 CRSI Handbook Angeles Metal Systems Catalog Trus-rJoist Macmillan Wood Joist and Truss Catalog COMPUTER PROG RAMS.' USED ;YA IF AI J VISUAL ANALYSIS P, PAGE 2 i EDMONDS PUBLIC SAFETY COMPLEX KPFF JOB # 96363 DESIGN CRITERIA AND LOADS MATERIAL&SPECIFICAT IONS AND- STRENGTHS on (Normal Weight) Fill on Metal Decks Foundations Cast -gin -Place Walls Slabs and Stairs on Grade and other Non-structural concrete Pads and Curbs Miscellaneous Concrete Reinforcing Steel Unless noted otherwise Welded Rebar, Threaded Rebar Smooth Welded Wire Fabric Deformed Welded W.0 ire Fabric Deformed Bar Anchors Structural St I Wide Flange Beam s Wide Flange Columns Pipe Tubes Angles and Channels Plates Base Plates Connection Mafl, Embedded Plates Bolts Rods Anchor Bolts in Concrete or Masonry Welding Electrodes Headed Shear Studs f'c = 3000 psi f'c = 4000 psi f'c = 4000 psi f'c = 3000 psi f'c = 3000 psi f'c = 4000 psi ASTM - A615, Grade 60 ASTM - A706, Grade 60 ASTM - Al 85 ASTM - A497 ASTM - A496 ASTM - A57Z, Grade 50 ASTM - A572, Grade 50 ASTM - A53 Type E or S, Grade B ASTM - A500 - Grade B ASTM - A36 ASTM - A36, or ASTM - A572, Grade 50 ASTM - A36 ASTM - A36 ASTM - A325 ASTM - A36 ASTM - A307(UeN.0m) ASTM - E70xx (U.N.O.) ASTM - Al 08 PAGE 3 EDMONDS PUBLIC SAFETY COMPLEX Masonry CMU Assembly strength Grout Mortar Metal Decking Type W Floor Deck Foundations and Soils KPFF JOB # 96363 DESIGN CRITERIA AND LOADS ASTM - C-a90, Grade N, Type I, Medium Weight fm = 1500 psi Min. Compressive Strength = 2000 psi Type S ASTM - A446, Grade A, fy = 38,000 psi Criteria as per Geotechnical Investigation Report by Landau Associates, Inc., dated June 4, 19976 Allowable SPREAD FOOTINGS Soil Bearing -Isolated Footings (24 in - Continuous Footings PASSIVE PRESSURE ACTIVE PRESSURE Restrained Wail Unrestrained Wall COEFFICIENT OF FRICTION Use Wald Studs and Plates Joists and Planking Beams and Stringers Posts Glu-lam Beams - Simple Span 4000 psf ches wide m 4000 psf ( 18 inches wide m 350 pcf 55 pcf 35 pcf 030 Grade Allowable including Increase for Wind or Seismic mlmm� 8000 psf in) 8000 psf in) Fb.psi, (Si�gte Use) Douglas -Fir No. 2 & Better 875 Douglas -Fir No. 2 & Better 875 Douglas -Fir No. 1 1350 Douglas -Fir No. 1 1200 < 16" depth Combo. Symbol 20FwV3 2000 > 16" depth Combo. Symbol 241744 2400 Glumlam Beams - Continuous or Cantilever Span < 16" depth Combo. Symbol 20F.47 2000 > 16" depth Combo. Symbol 24F.'V8 2400 PAGE 4 EDMONDS PUBLIC SAFETY COMPLEX KPFF JOB # 96363 DESIGN CRITERIA AND LOADS BEAU-DIEFLECTION.'AND CAMBER! Deflection Criteria Wood Members U240 Total Dead + Live Load on beams - U.N.O. U360 Live Load on beams - U.N.O. U480 Live Load on beams (1" Max.) - If Ud Exceeds 24 Steel Members U360 Superimposed Dead + Live Load on beams (1" Max.) - U.N.O. U480 Superimposed Dead + Live Load on beams (1" Max.) - If Ud Exceeds 24 Al! Members U600 Total Load on beams supporting masonry or concrete U600 (1/2 it max.) Live Load on beams supporting exterior cladding Camber Criteria Steel beams shall be cambered up at mid-span as follows: 90% of construction dead load deflection for beams framing into perimeter girders on one or both ends or interior girders with no beam opposite 80% of construction dead load deflection for beams framing into interior girders on both ends 60% of construction dead load deflection for beams framing into a column at either end Limit camber to U240 or 2", whichever is less. Minimum camber shall be 1/2 with 1/8" increments Roof 25 psf Snow Load (Reducible per UBC Table 16MC) Drifted snow per UBC Appendix - Ground snow load Floors 50 psf 100 psf 100 psf 125 psf 60 psf 150 psf All typical office floors (reducible), or 2000 1b.. point toad over area 2.5 ft.. square. 20 psf pC&- Exit corn dors a ition dead load is in addition to the live toad (non -reducible}. nd stairways (reducible) 20 psf Assembly areas, cafeteria, auditorium,.....etc. (no reduction) This includes the Courts Lobby, which may be us Light storage ono reduction) This includes Police Space No. 13 Library/reading room (reducible) ed for expansion of assembly space. nnecnanrcai rooms at floors or use actual equipment weight and housekeeping pads plus 50 psf a# open areas around equipment (no reduction) This includes the Fire Station loft area. PAGE 5 EDMONDS PUBLIC SAFETY COMPLEX KPFF JOB # 96363 DESIGN CRITERIA AND LOADS DEAD LOADS'.- Typical Roof Loads - 1/2" plywood 1/2" plywood insulation Standing seam roof deck Wood trusses @ 24" o.c. Ceiling Lights, ducts, sprinklers Total Truss DL Partitions (seismic contribution) Courts Roof Loads - 1/2" plywood 1/2 it plywood Insulation Standing seam roof deck TJL Joists @ 24" o.c. Ceiling Lights, ducts, s prinklers Total Truss DL = Partitions (seismic contribution) 2 psf 6 psf 2 psf 3 psf 5 psi 5sf 23 psf 5 psf 2 psf 6 psf 2 psf 3 psf 5 psf 5 psf 23 psf Council Chamber Roof Loads - 1/2"' plywood with 3x6 decking 1/2" plywood Insulation Standing seam roof deck 3x6 decking Glu lam beams @ 10'o.c. Lights, ducts, sprinklers Total Truss DL Re - 2 psf 6 psf 2 psf 7 psf 7 psf 5 osf 29 psf Comments (10 psf / 2 to roof) Comments 5 psf (10 psf / 2 to roof) Comments • PAGE 6 EDMONDS PUBLIC SAFETY COMPLEX KPFF JOB # 96363 DESIGN CRITERIA AND LOADS Typical Floor Loads - 3/491 gyperete on 3/4" plywood 3/4 it plywood 3/4 1P gyperete @ 105 pcf TJL Joists @ 16" o.c. Insulation Ceiling Lights, ducts, sprinklers Total Joist DL = Partitions Typical Floor Loads - 2.5" concrete on 3"' deck 3" deck + 2.5" concrete and reinf. + 3/8" conc. for deck sag Beams Slab and Beam DL = Superimposed Loads: a. Lights, ducts, sprinklers b. Ceiling, Fireproofing & Miscellaneous SDL = Total Beam DL + SDL = Girders and miscellaneous framing Girder DL Partitions Comments 2 psf 7 psf 3 psf 1 psf 5 psf 5 gsf 23 psf 20 psf (10 psf for seismic) Comments 55 psf 3 asf 58 psf 5 psf 5 osf 1.0 [?Sf 68 psf 3 osf 71 psf 20 psf (10 psf for seismic) PAGE 7 EDMONDS PUBLIC SAFETY COMPLEX 1 F I KPFF JOB # 96363 DESIGN CRITERIA AND LOADS Exterior Wall Dyad Loads Wood Siding CurtainwalI/Windows Metal Panels/Louvers 8"CMU Solid Grouted Walls Typical Stair Dead Loads Concrete on Meta! Pan Stair with Steel Framing Steel Framing Concrete Fill Wood Stair Total Stair DL per S.F. of horiz, area i Comments = 15 psf = 10 psf = 10 psf 78 psf {add 5 psf for stud wall inside for seismic} 15 psf 25 psf = 40 psf PAGE 8 EDMONDS PUBLIC SAFETY COMPLEX KPFF JOB # 96363 DESIGN CRITERIA AND LOADS LATERAL. LOADS.': WIND DESIGN FOR PRIMARY FRAMES AND SYSTEMS P = Ce*Cq*qs*l Basic Wind Speed = 80 mph Exposure Category"B" qs = 16.4 psf I = 1915 Building: h = 30' Use method 2 - Height above grade (Use this for all buildings, although h = 25' at the Fire Station) - Projected area method CA =0.76 at roof level) - UBC Table 16-G cq= 193 - UBC Table Allowable Story Drift = 16-oH 0,0025 x h 01 PAGE 9 EDMONDS PUBLIC SAFETY COMPLEX KPFF JOB # 96363 DESIGN CRITERIA AND LOADS WIND LOADING ON ELEMENTS OF STRUCTURE The following are the design wind pressures (psf) to be used for components of structures on the above referenced project in accordance with 1994 UBC. Design loads are based on the following factors: P = ce*Cq*qs*l I = 1,15 qs = 16.4 psf (80 mph basic wind speed Exposure "B" Ce outward is a constant based on the mean roof heig Ce inward varies with height in accordance with Table Cq varies in accordance with Table 16-H ht of the structure 16e.G mease note that these are the Loads to be used only for elements of the st than or equal to 10 sq. ft. The factors differ for the structural frame itself. Table 16 - H for areas greater than 10 sq. ft. ructure with tributary areas less reduce per footnote 2 of UBC Design inward loads for roof elements will be governed by the design roof live load. Corner loading shah apply within 10 feet max for 1/1 Oth the least building width} from building corners. TYPICAL BUILDING ELEMENT WIND PRESSURES (Mean roof height = 30 feet) HEIGHT DIRECTION Ce Type CORN ERS ROOF PARAPETS WALLS ELEMENTS INWARD C = 1.2 C = 1,2 Cr, = 0 C = 1.3 13 OUTWARD C = 1.2 Cri = 1.5 C = 1.3 C = 1.3 0-*15 INWARD Oe62 14.0 i 4ed 0 15.2 OUTWARD 14sO 17,5 15*2 152 1530 INWARD 036 17*2 17*2 0 18,6 OUTWARD 172 21e5 18*6 18s6 PAGE 10 EDMONDS PUBLIC SAFETY COMPLEX SEISMIC DESIGN Building0 : V = Rw•W = Base Shea C = 1.25"S/1�j' <= 2,75 Z = 0.3 1=1.25 S = 1.2 RW=6 W = Method A Period Hn T = 30 fto = Ct*(Hn)3/4 KPFF JOB # 96363 DESIGN CRITERIA AND LOADS 72*W Seismic Zone 3 Importance Factor Soil Type S2 (Site Coefficient per UBC Table 16*-J) L-F-R System Factor per UBC Table 16-N Total Dead Load Weight of Building Allowable Story Drift = 0,,005 x h - Height above grade . 4 = 0.020(30)"4 Per UBC 1628.8 = 0.26 seconds- Method A Elements of Structure and NonalStructural Components: Fp = ZlCp*Wp Z = 0.3 Seismic Zone 3 1 = 1.50 Importance Factor Cp = Horizontal Force Factor per UBC Table 16mO WP = Weight of Portion of Structure or Component 4 4 PAGE 11 r Table DF-7 DOUGLAS FIR THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION Structural Glued Laminated Timber Roof Beams for Construction Load Simple Span Beam Table For Preliminary Design Purposes Lamination thickness: 1-1/2 in. Fb Fv E Co 2400 165 1.6 x 105 1.25 psi psi psi Deflection Limit Basra Size Bean Capacity, ftffn Wk �F "tit span, 9 10 11 12 13 14 15 16 17 18 19 20 21 22 3-118 6 4.6 586 412 300 225 174 137 109 89 73 61 51 44 37 32 28 3-118 7-1/2 5.7 916 723 586 440 339 267 214 174 143 119 100 85 73 63 55 3-1/8 9 6.8 1190 1031 a" 697 586 461 369 300 247 206 174 148 127 109 95 3,118 10-112 8.0 1444 1245 1094 949 798 680 586 476 393 327 276 234 201 174 151 3-18 12 9.1 1719 1473 1289 1146 1031 88 765 667 586 488 412 350 300 259 225 3-118 13-1/2 10.3 2018 1719 1497 1326 1190 1079 969 8" 742 657 586 498 427 369 321 3-118 15 11.4 2344 1983 1719 1517 1357 1228 1121 1031 916 811 723 649 586 506 440 3-118 16-1/2 12.5 2701 2269 1956 1719 1533 1383 1260 1158 1070 981 875 786 709 643 586 3-118 18 13.7 3094 2578 2210 1934 1719 1547 1406 1289 1190 1105 1031 935 8" 765 697 3-118 19-1/2 14.8 3528 291 248 2162 191 1719 1559 1426 131 1219 1136 1064 898 815 6-1 /8 6 7.5 961 675 492 370 285 224 179 146 120 100 84 72 61 53 4 5-118 7.112 9.3 1501 1186 961 722 556 437 350 285 235 196 165 140 120 104 90 5-118 9 11.2 1951 1691 1384 1144 961 756 605 492 405 338 285 242 208 179 156 5-1/8 10-112 ' 13.1 2368 2041 1794 1557 1308 1114 961 781 644 537 452 384 330 285 248 5-118 12 14.9 2819 2416 2114 1879 1691 1456 - 255 1093 961 801 675 574 492 425 370 5-11 13-112 16.8 3309 2819 2455 2174 1951 1770 1588 1384 1216 1077 961 817 701 605 526 5-118 15 18.7 38" 3252 2819 2487 2225 2013 1838 1691 1501 1328 1178 1052 9" 830 722 5-4/8 16-112 20.6 4429 3721 3208 2819 2514 2269 2067 1898 1755 1592 1412 1261 113.2 1022 926 5 - - 18 22A 5074 4228 3624 3171 2819 2537 2306 2114 1951 1812 1666 1487 1335 1205 1093 19-112 .24.3 5786 4780 4072 3546 3141 2819 2557 2339 2156 1999 1863 1731 1555 1403 1273 21 26 6577 5381 4553 3946 3482 3115 2819 2574 2368 2192 2041 1909 1790 1615 1465 5-118 2 -112 28.0 7461 6040 5074 4374 3844 3428 3094 2819 2589 2393 2225 2079 1951 1838 1670 5-1l8 24 29.9 $456 6765 5638 4832 4228 3758 3383 3075 2819 2602 2416 2255 2114 1990 1879 5-1/ 25-112 31.8 9584 7%6 6250 5324 4637 4107 3686 3343 059 2819 2614 2437 2282 2146 2025 6�4 7;112 12.3 1978 1563 1266 951 732 576 461 375 309 258 217 185 158 137 119 6-314 9 14.8 2570 2228 1823 1506 1266 995 797 648 534 445 375 319 273 236 205 6-314 10-112 17.2 3119 2688 2363 2050 1723 1468 1266 1029 848 707 595 506 434 375 326 6*.314 12 19.7 3713 312 274 2475 2228 1917 1653 1440 126.5 1055 889 756 648 560 487 &3!4 13A 12 22.1 4 358 3713 3233 2864 2570 2331 2092 1812 1583 1393 1236 1076 923 797 693 6%W4 15 24.6 5063 42 4 3713 3276 2931 2652 2421 2214 1933 1702 1510 1348 1210 1092 951 & 4 16-1/2 27.1 5834 4901 4225 3713 3311 2988 2723 2500 2312 2040 18M 1615 1450 1309 1187 6-314 118 29.5 6683 5569 4773 4177 3713 31 3038 2784 2570 2387 2135 1905 17711 154 1401 6%V4 19-1/2 32.0 7620 6295 5363 4671 4137 3713 3367 3081 2839 2633 2454 2218 1992 1798 1831 6-314 21 34.5 8663 7088 5997 5198 4586 4103 3713 3390 3119 2888 2688 2515 2293 2070 187 6-%V4 122-1/2 36.9 9827 7955 6.83 5761 5063 4515 4075 3713 3409 3152 2931 2739 2570 2360 2140 6-W4 24 39.4 11138 8910 7425 6364 5569 49M 4455 4050 3713 3427 3182 2970 2784 2621 2419 6-W4 -1/2 41.8 12U3 9965 8232 7013 6108 5410 4855 03 4028 3713 3443 3209 3005 2826 2667 6-W4 27 44.3 14320 11138 9113 7711 6683 5896 5276 4773 4358 4010 3713 3456 3233 3038 2864 6-314 28-M 46.8 16278 12448 10077 8465 7297 6413 5719 5161 4703 4319 3993 3713 3469 3256 3067 6-3/4 30 49.2 18563 13922 11138 9281 7955 6961 6188 5M9 5063 4641 4284 3978. 3713 3480 3276 8 83 132 197 281 385 513 638 74 40 79 136 21 323 461 632 841 9 115 1334 1521 17'20 1917 104 180 285 426 607 832 1081 1276 1485 1710 1949 2204 2473 2709 2899 3094 24 4 73 116 174 247 339 41 583 679 36 70 120 191 285 405 556 740 10-- 1391 • 1573 1765 92 158 251 375 534 732 975 1167 1358 1564 1783 2015 2261 2521 274 231 TABLE SPECIFICATIONS: This table applies to straight, simply supported glued laminated timber beams under dry candiiions of use, Beams must be laterally supported at the top along the length of the beam and at the tap and bottom at the end bearings. The load carrying capaci#ies tabulated are for total bati including the weight of the member. A unii weight of 35 pd was assumed to determine the tabulated ptf beam weights. DESIGN VALUE MODIFICATIONS: The allowable stress in bending,, Ft), has been modified by the AITC volume factor, Covt as explained on page 21. For determination of load carrying capacities governed by shear, loads within a distance "d" (the depth of the beam) from the ends have been neglected. DEFLECTION LIMITS: For roof beams, a defie�tection limit of 0180 for total load has been used. CONTROLLING VALUES: Values above and to the right of the shaded area indicate toad capacity controlled by defection considerations; whereas, values below and to the left of the shaded area represent load capacity controlled by shear. Valuesin the shaded area are those toad capacities governed by bending. SPAN: Span is defined as the length from centerline to centerline of bearing. It is this length that is used in standard engineering equations to calculate deflection. ber-" and shear. W _ -.-MODIFICATION: For members having a net width of 3"ol/2 in., mudiply the tabular value for 3-1/8 in. width by 1.120 far shear and deflection controlled val or 1. 1i18 for bending controlled values: for 5-1/2 in. width, muftiply the tabular value for 5-1/8 in. width by 1.073 for shear and deflection controlled values or 1.065 01 bending controlled values. ■ 06180/AME Table DF-&7 BuyUne 5237 DOUGLAS FIR THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION i Structural Glued Laminated Timber Lamination thickness: 1-ml/2 in. Roof Bea s for Construction Load J s ram- • Simple Beam CDeflectionLimit For Preliminary Design Purp2400 165 1#8 x 101.25 0180 OW psi psi psi --i A-110 Beam Size Beam cam, uniform Load w, P# WK th Wekpt SW, ft b, in. d, in.. Of 25 26 V 28 29 30 31 32 33 34 35 313 37 38 39 40 3-118 6 4.6 3•l/ 7-1/2 U 37 33 30 27 3-18 9 6.8 65 58 51 46 42 37 34 31 28 3-4/8 10412 8.0 103 91 82 73 68 50 54 49 45 41 37 34 32 29 3-118 1 - 9.1 154 137 122 109 98 39 81 73 67 61 56 51 47 44 40 3 3,1/8 13-112 16.3. 219 194 174 156 140 127 115 104 95 87 80 73 67 62 58 53 3-61 8, 15 1114 300 267 238 214 192 174 157 143 136 119 109 100 93 85 79 73 3-1/8 1 11Z 1 .5 399 355 317 284 256 231 209 190 174 159 146 134 123 114 105 97 3-1 8. 18 13.7 518 461 412 369 332 3DD 272 247 225 2D6 189 174 150 148 137 127 3-1 /8 . 19AIZ 14.8 623 574 523 489 422 381 346 314 287 262 240 221 203 188 174 1611 5-1 /8 • 6 7.5 31 28 9*3 51 55 49 44 39 36 3 5 1 8 1 1Z 108 94 84 76 68 61 56 51 46 42 39 36 33 30 2 5A / . 1 &1 169 159 134 120 .108 98 89 80 73 67 61 57 52 48 44 41 5-418' 1 ' 14.9k 252 224 200 179 161 146 132 120 110 100 92 84 78 72 66 61 5&1 &;1_ 130112 1fr. 8= 359 319 285 255 230 208 188 171 156 143 131 120 111 102 94 88 15.- Mr 492 437 391 350 315 285 258 235 214 196 179 165 152 140 130 120 540� 18-1 /2..z . 6, L • 655 582 520 466 420 379 343 312 285 260 239 219 202 1 D6 172 160 1 8'. 1 '- • . � 636 758 6 5 6D5 545 492 "6 405 3470 338 310 285 262 242 224 208 • 1944M 46 973 M- 828 767 69 6 s 567 515 47D 430 394 362 333 308 2S5 264 21 % , 6Z. 1120 . 103Z 953 am 820 764 708 6" 587 537 492 452 416 384 356 330 119;-b1/2y.. 8;9=• 1277 117`6", 1D86 1007 935 871 813 760 713 6� D5 556 51 473 437 4D5 5-1 W,r *-h 29:8- 144A 1329f' 12 1138 105 984 919 $60 808 757 712 671, 622 574 531 49 5-1/a; .5 4 Z ' 31.8: 1620 1492 1378 1277 1186 1105 1031 965 904 849 799 753 711 672 637 59 6 14- - 7-1/2 l Z3 , 81 72 64 58 52 47 42 39 35 32 30 27 -314 9 14.8 140 124 ill 100 90 81 73 67 61 55 51 47 43 40 37 34 8-3 4; 16=1/: 17.27- 222 198 176 158 142 129. 117 106 97 88 61 74 69 63 59 54 6e%V4 12- 19.7' 332 295 263 236 213 192 174 158 144 132 121 1 l l 102 94 87 81 6 C4* 1341Z 2 1' 472 420 375 336 303 273 248 225 205 188 172 158 146 135 124 115 6 J4. 15' 244: 648 578 514 461 415 375 340 309 282 258 236 217 200 185 171 15 6-3/4- 18-12, 7-1- 862 767 685 614 553 499 452 411 375 343 314 289 266 246 227 211 6PP314-- l8 29.5. 1071 98a 889 797 717 648 587 534 487 U5 408 375 345 319 295 273 6� 141 19-112. 3 .D 1247 1148 1061 9 W 912 824 747 679 619 566 519 477 439 405 375 348 6---W4 21 34.5 1435. 1 1221 1131 1051 979 914 848 773 707 648 595 548 506 46 434 6 J4� -#� 38.9 1636 15 7` 139 1290 1198 ills 1041 974 913 858 797 32 675 623 576 534 6 14• 24 39a4• 1 Wo 17 3- .1574. 1458 1354 1261 1177 1101 1032 970 912 8W $12 756 699 84s 8�314- 5*11 . 41.8 , 2075 1911 1766 1 636 1520 1415 1321 1236 1159 low 1024 965. 911 Sol 816 774 -14• 27" 44.3 2314 2131 1968 184 1694 158 1473 1378 1291 1213 1141 1076 1016 960 99 86 6 14-. 8e-11 ' 46. - 2564 2u1 2181 2021 1877 1748 1 632 1527 1431 13" 1265 1192 1125 1 064 1008 958 6-314 130 49.E 1 2784. 260.3 2405 2228 069 1927 1799 1683 1578 444,82 1394 1314 1241 1173 1111 1053 TABLE SPECIFICATIONS: This table applies to straight, simply supported glued laminated timer beams under dry candiiions of use. Beams must be laterally supported at the top along the length of the beam and at the top and bottom at the end bearings. The load carrying capaci#ies tabulated are for total load including the weight of the member. A unit weight of 35 pd was assumed to determine the tabulated plf beam weights. DESIGN VALUE MODIFICATIONS: The allowable stress in bending, Fb, has been modified by the A#TC volume factor, C., as explained on page 21. For determination of toad carrying capaciffiss governed by shear, loads within a distance "d" (the depth of the beam) from the ends have been neglected. DEFLECTION LIMITS: For roof beams, a deflection limit of 1/180 for totsl load has been used. CONTROLLING VALUES: Values above and to the right of the shaded area indicate load capacity controlled by deflection considerations; whereas, values bebw and to the left of the shaded area represent load capacity controlled by sheaf. Values in the shaded area are chose load caparfies governed by bending. SPAN: Span is defined as the length from centerline to centerline of bearing. bending and shear. It is this length that is used in standard engineering equations to calculate deffecUon, I MODIFICATION: For members hang a net width of 3-1/2 in., muffiply the tabular value for 3-m-118 in. width by 1.120 for shear and deflection controlled or 1.108 for bending controlled values; for 5-ml 12 in. width, multiply the tabular value for So 1 /8 in. width by 1.073 for shear and defiecdon controlled values or 1.065 for bending controlled values, Sheetl Allowable Moments and Shears UBC 1994 15-Mar,,96 Moment_ Shear 9 p- __. ft-Ibs Ibs �--------- 2x8 w w 1150. 6900 3x8 1916 11481 4x8 2906, 1607! al 0 1716 880i 4x1O 44367 20501 2x12 2307, 1070! ' 4x12 5922: 24941 6x12 8460" 39201 12 TJI 35C 5765i 1925i 12 TJI 40C 64W. 19251 12 TJ I 55C 89256 19254 12 TJI 60C 99951 19251 14 TJI 35C 7050,2125! 14 TJI 40C 7915' 21251 TJI 55C 10920t 2125i - 174 14 TJI 60C 123101 2125i 16 TJI 35C 8265' 2330 ;1 16 TJI 40C 9320'.' 23301 16 TJI 55C 1281 OF 23301 16 TJJ 60C 14500' 23:301 Increase allowable moments by 1.15 for repetative use Increase allowable moments by 1.15 for load duration of 1 month or less Values for sawn lumber based on Doua--ftFir No.2 Page 1 a i i Bundled Wail Stud Capaci 15War-96 1994 UBC Doug -Fir No. 2 Hem -Fir No. 2 Number of Size of Capacity Capacity Capacity ; Capacity Studs Studs � Compression Tension i Compress; Tension (lbs)....._ibs ion 1,bsj Ibs 1 2x4 2984 45281 2 ' 2x4 5967 9056f ' 3 2x4 8951. 3584! ; 4 2x4 11935' 181131 5 2x4 1491 elk 22641, 6 2x4 17902 27169:IN 1 4 2x6 6445- 61676 ' 6"51 5W3! 2 2x6 11602 12334:' 1160211 10725i 3 2x6 16758' 18501 1675811 160881 4 2x6 20625 24668' 206251 21450E 5 2x6 25781 30834 25781, 26813; 6 2x6 30938 370014 30938i: 32175 Assumptions: Load Duration Factor = 1.00 ., Studs nailed together per NOS 15.3.3 Wall height = 8'-m4O" Studs braced by sheathing for buckling `Compression tends to be controlled by crushing of sole plate which does not get an increase in allowable stress for Toad duration. Sole plate base design Fc peril = 625psi (Doug -Fir) 0 r i Project: Footing ID: Loading Dead Load (kips) Live Load (kips) EQ Load (kips) EQ Moment (ft-kips) Column Data Width (in) Length (in) Sow[ Data Allow bearing Stress Incr. Edmonds P.S. Typical 4x4 footing 30 30 0 X 1W Footing Design & Analysis Footing Data (optional) Length (ft) 4 Width (ft) 4 Depth (in) 14 Fc (psi) 3000 Fy (ksi) 60 Width Footing design Summary Length (ft) Width (ft) Depth (in) As Long (InA2/ft) As Trans (inA21ft) As Top Longit (inA21ft) As Top Trans (Irv'121ft) 4 Max Soil Pressure (psQ 4 14sOO No Net Uplift Ow23 Oa23 Wide Beam shear (psi) 0000 Punching shear (psi) 0000 Calculation Space Service Load Cases Ultimate Load Cases Allowable shear (psi) D+L 60.0 1,4D+l *71. 93sO Wide Beam D+L+E 60.0 1.4(D+L+E) 84*0 Punching .85D-E 25,5 Min steel Opn2/ft) e max (in) 060 kern (ft) 8sO 7 Transverse (D+L) Lreq 1 490 Breq 1 3*9 arm (ft) Lreq 2 4,0 Breq 2 3s9 Mu (ft-kips) Flag 0 Flag 0 Ru Length (ft) 4 Width (ft) 4 Rho As (irv"21ft) QuIt 1 (D+L) 5a8l QuIt 2 (D+L+E) 5.25 Longitudinal QuIt (kso 5.81 check wide beam arm Flag 0 arm (ft) 0*79 Mu (ft-kips.) Vu (kips) 4,60 m ftg Deff 10-50 v act 3695 Ru a 113eO8 Rho b 792607 L2 3.8 As (inA2/ft) c -90,4 a 15*9 d I (in) 7950 b -60.0 Mu top (ft-kips) c 0 RU d act 10050 Rho Assumptions: & Length Y 3925 Ok 36o5 OK 101.9 OK 911 (2*Phi*fd%1/2) 186e2 (4*Phi*fcA1/2) 0.23 rho-0.0018 1.67 8vO7 81e4 OeOO14 0.917 1s67 8,51 2153 81 0.0014 0 0917 Footing can be designed or analysis performed if input Length, Width and Depth > Calculated required. Footing Weight is included in computed max soil pressure Footing designed such that no net soil tension is allowed. (ie eccentricity within kem) Cover to reinforcement is 3 inches Allowable bearing pressure is reduced by 5% during design phase to account for footing self weight Total Depth = deff + 3.5 inches �I i.l 01001 1010 4 VJ / 0 Project: Footing ID: Loading Dead Load (kips) Live Load (kips) EQ Load (kips) EQ Moment (ft-kips) Column Data Width (in) Length (in) Soil Data Allow bearing Stress Incr, Footing Design & Analysis Edmonds P.S. Typical 2x2 footing Footing Data (optional) 795 Length (ft) 2 TS Width (ft) 2 0 Depth (in) 14 F'c (psi) 3000 0 Fy (ksi) 60 6 Footing Desig 6 Length (ft) 2 Width (ft) 2 Depth (in) 14sOO 4000 As Long (I*nrA2/ft) 0*23 t As Trans (*InA2/ft) Ow23 As Top Longit (inA2/ft) 0600 As Top Trans (inA2/ft) 0000 Width n Summary Max Soil Pressure (psf) No Net Uplift Wide Beam shear (psi) Punching shear (psi) Calculation Space Service Load Cases Ultimate Load Cases Allowable shear (psi) D+L 15,0 1,4D+1,7L 233 Wide Beam D+L+E 15sO 1.4(D+L+E) 21,0 Punching .85D-E 6e4 Min steel (in2/ft) e max (in) 0*0 kern (ft) 4sO � Transverse (D+L) Lreq 1 2vO Breq 1 ZrO artn (ft) Lreq 2 2,,0 Breq 2 2,0 Mu (ft-kips) Flag 0 Flag 0 Ru Length (ft) 2 Width (ft) 2 Rho As (irvA21ft) Quit 1 (D+L) 5,81 Quit 2 (D+L+E) 5925 Longitudinal Quit (ksQ 5,81 check wide beam arm Flag 0 arm (ft) -0.13 Mu (ft-kips) Vu (kips) -0.73 m ftg Deff 1Oo5O v act -5.8 RU a 113oO8 Rho b 59,4455 L2 109 As (MA2/ft) c -21.8 a 7,9 dI (in) 3,00 b -15.0 Mu top (ft-kips) c 0 Ru d act 1Ov5O Rho Assumptions: Length VA- 3925 Ok -5.8 OK 17.7 OK 93.1 (2*Phi*f'cA1/2) 186.2 (4*PhI*f'cAI/2) 0.23 rho=D.0018 0*75 1,963 16,5 020003 0,03 0*75 1.6 23,53 16 0*0003 0603 OaO5 i 000000 Footing can be designed or analysis performed if input Length, Width and Depth > Calculated required. Footing Weight is included in computed max soil pressure Footing designed such that no net soil tension is allowed. (ie eccentricity within kem) Cover to reinforcement is 3 inches Allowable bearing pressure is reduced by 5% during design phase to account for footing self weight Total Depth = deff + 3.5 inches 2x 2 k 1 �-0 2 • i-_-n 4 + '� s k � �1 � a� F f i 4 ��r r 1 - � ��. Jf I i % ""Ww"Oe �r a r �' � � .� � f �• •� .� ti �� a } i /� �� r r �� . - } _ �X' �� ' r _ �.� �' WOODBM,XLS (91 NDS and 94 UBC) Project: Edmonds P.S. Police Member: Beam framing into garage header {Adjustment factors: CD = 1.00 Load Duration Factor CM = 1.00 Wet Service Factor Ct = 1.00 Temperature Factor CL = 1.00 Beam Stability Factor CF = 1.00 Size Factor CV = 1.00 Volume Factor Cfu = 1.00 Flat Use Factor Cr = 1.00 Repetitive Member Factor Cf = 1.00 Form Factor CID = 1.00 Column Stability Factor CH= 1.00 Shear Stress Factor Cb = 1.00 Bearing Area Factor Total Load wTL M (for simple span) V {for simple span} ; Bending Flb = Shear Deflection 1547 plf 32680a38 Ft -lb 10055o5O lbs Section Properties: Fbx (psi) = 2000 Fv (psi) = 165 FcJ (psi) = 650 E (psi) = 1600000 A (inA2) 9225 S (inA3). 276,,8 I (inA4) = 2491 b (in) = 5w125 L (ft) = 13 wDL (plf) = 731 wLL (plf) = 816 MC, %) 16 Size 51/Sx1 Grade Glulamn]Secies DF/D F'bx = Fbx(CD)(CM)(Ct)(CV or CL)(CF)(Cr) = 2000.00 psi Req'd S = M / FIb = 196.,08 inA3 Actual stress: Allowable stress: Flb = Fb(CD)(CM)(Ct)( fb = M / S = 1416.78 psi CV or CL)(CF)(Cr) = 2000.00 psi Actual stress: N = 1.5 V / A = 163.50 psi Allowable stress: F'v = Fv(CD)(CM)(Ct)(CH) = 165.00 psi El = E(CM)(Ct) = 1 LL delta = (5wLL*LA4)/384*E'*l Allow. LL delta = L = 240 TL delta = (5wTL*LA4)/384*E'*l = Allow TL delta = L pow mp� 180 600000 psi 0.13 in. 0.65 in. 0.25 in. 0.87 in. Bending O.K. Shear O.K. LL delta O.K. TL delta O.K. Bearing Evaluation of bearing stresses requires knowledge of the support conditions. Without such informaiion, the minimum bearing length will be determined. F'cJ = FCJ(CM)(Ct)(Cb) Required A = V / F'cl= Required lb = A 1 b = 650.00 psi 15e47 iO2 3.02 in. WOODBM,XLS I WOOD Project; Member: 101 Edmonds P.S. Police Garage header JAdjus ent factors: Bending F'b =-i Deflection CD = 1.00 CM = 1.00 Ct = 1.00 CL 1.00 CF = 1.00 CV = 0.99 Cfu = 1.00 Cr = 1.00 Cf = 1.00 CP 1.00 CH= 1.00 Cb = 1.00 (91 NDS and 94 UBC) Load Duration Factor Wet Service Factor Temperature Factor Beam Stability Factor Sire Factor Volume Factor Flat Use Factor Repetitive Member Factor Form Factor Column Stability Factor Shear Stress Factor Bearing Area Factor I11� Total Load wTL M (for simple span) ; V (for simple span) 766 plf 67240e44 Ft.,Ib 10149.50 lbs ') 0 Section Properties: Fbx (psi) = 2400 Fv (psi) = 165 Fcl(psi) = 650 E (psi) = 1800000 A (irtA2) = 121e5 S (irv\3) 364m5 (inA4) = 3281! b (in) = 6*75 L (ft) = 26*5 wDL (plf) _ wLL (plf) _ MC %I.= 161 Size Grade Species F'bx = Fbx(CD)(CM)(Ct)(CV or CL)(CF)(Cr) — 2376*00 psi Req'd S = M / F'b = 339,60 MA3 Actual stress: fb = M / S = 2213.68 psi Allowable stress: F'b = Fb(CD)(CM)(Ct)(CV or CL)(CF)(Cr) = 2376.00 psi Actual stress: fv -1.5 V / A = 12530 psi Allowable stress: F'v = Fv(CD)(CM)(Ct)(CH) = 165.00 psi Ef = E(CM)(Ct) = 1800000 psi LL delta = (5wLL*LA4)/384*El*l = Allow. LL delta = L -240 TL delta = (5wTL*LA4)/384*E Allow TL delta = L 180 Bearing Evaluation of bearin such informa#ion, th 0.00 in. 1.33 in. .� in,. .�" in.. 6 3/4xl8 Glulami DF/DF Bending O.K. Shear O.K. LL delta O.K. TL delta O.K. g stresses requires knowledge of the support conditions. Without e minimum bearing length will be determined, F'c I = FCJ(CM)(Ct)(Cb) Required A = V / F'P..,I= Required lb = A / b 650.00 psi 15.61 inA2 2.31 in. i V. i 44 I 5 Quio RETAINING WALL ANALYSIS AND DESIGN -i= =_==�it Project Edmonds P.S. Location: Grid C By: LB _ i ! �� HdIJ� ilFf Jj*i� ! �� iiil* ! ii�f f4� �!� i ! ! i� �� _ �� ! ! J•E �� if !�� i f4 TIME: 09:23 AM Page I o f 6 D" 11-13-1997 t CONCRETE DESIGN METHOD: Ultimate STEM MATERIAL TYPE Concrete WALL TYPE Basement Strength Wall, restricted against sliding RETAINING WALL DIMENSIONS: ------------------------------------ Wall Stem Height = 14*00 ft. Stem Thickness @ Top = 8.00 in. Stem Thickness @ Bottom- 8.00 in.. Footing Thickness = 12.00 in. Heel Width 4., Min. = 1000 ft. Design Heel Width = 1,00 ft. Max. = 20m00 ft. Toe Width Min. = 1000 ft. Design Toe Width = 1000 ft. Max. = 10*00 ft. Footing Key Depth = 0*00 ft. Design Key Depth = 0000 ft. Footing Key Width = 0100 ft. Design Key Width = 0000 ft. BackFill Slope (Vert/Horiz) = 0. 00 :12 RETAINING WALL LOADS: - ----------------------------------- Horizontal Equivalent Fluid Pressure - 55. 00 pcf . Soil -Wall Friction Angle = N/A deg. Vertical Surcharge on Backfill = 100 psf. Horizontal Surcharge = 0 psf. "^rtical Surcharge on Toe = 0 psf. d Load on Fence = 0 psf. ......'ace Height = 0000 ft. Line Ld. Type Magnitude Dist. (x) No. (H or V) (Pi f (ft. ) 1 V 676oOO Oe33 2 3 4 5 6 7 8 9 10 Notes: 1.. "H" = Horizontal loads. "V" = Vertical loads. 2. Vertical loads are positive down. .. 9 QuikWall: RETAINING WALL ANALYSIS AND DESIGN Project Edmonds P.S., + Location: Grid C By: LB �� i �f i� i iil* iiif �� i iY* �!� i it s i i iYi �� i' i• it i �� i i� Wij i ilr �� i i iYf � � �� i i �f �� i i i * i i �0 = �f TIME. 09:23 AM r, 11-13-1997 r k � 4 RETAINING WALL RESISTING FORCES: Allowable Soil Pressure Passive Equivalent Fluid Passive Soil Height Coefficient of Friction Cohesion Use Vertical Surcharge as Press. Overturning Safety Factor Sliding Safety Factor Limit Reaction to Mid 1/3? MATERIAL DATA: Concrete Strength, f I c. Steel Yield Strength, Fy Concrete Unit Weight Soil Unit Weight Fence Weight REINFORCING STEEL DATA: = 4rOOO = N/A = N/A = N/A = N/A Resisting Wt.? = 4.00 = 60600 = 150o00 = 125. 00 = 0,00 N/A N/A N/A ksi -P ksi . PCf . PCf . psf 0 psf & I c'nncrete cover to center of steel: Wall Outside Face = 2,50 in. mooting Heel (Bottom Face) = 3.50 in. Footing Toe (Bottom Face) = 3.50 in. Minimum Ratios for Shrinkage and Temperature Vertical Stem Re I*nf . = 0.0018 Horizontal Stem Reinf. = 0.0020 Footing Reinforcement = 0*0018 N/A Reinf : Page 2 o f 6 a QuikWall: RETAINING WALL ANALYSIS AND DESIGN Project Edmonds P.S . Location: Grid �� riif i iYE � �! � � � it � �� ii� ii4 !!f �E i �ii �E iYs i�� RE �� i iWr iWi �F �� F �! •!! �! !!! �!� �E iBrY �! i i iY�Yi �F ! ii! i � � � � � � � � �� iE �* �� i �Yf �! � � iii� � �� i i� �f � ii rir �! �f i TIME: 0 9: 2 3 AM Page 3 o f 6 D A r"", : 11-13-1997 r S U M M A R Y 0 F R E S U L T S -.40 4WEW rt RMEW MqW dpoft io d� i i i i 4EMP iiW d-W6 i i i iF i d� %�W i qEJW =Mb i GN� PW i OEM& fto &OW -wow 0=* i am" i ommh i M� DIMENSIONS: Stem Height = 14*00 ft. Stem Thick, @ Top - 8.00 in. Stem Thick. C Base = 8.00 in. Footing Thickness = 12. 00 in. Heel Length = 1e00 ft. Toe Length = 1000 ft. Total Ftg. Width, B = 2*67 ft. Key Depth = 0.000 ft. Key Width = 0,00 ft. 400" i i" -ftf i" iM -P.M � � i � *� %40 EEO, �, i MEN* MRW � �W MEMO mmko i i WNW I i i -E� -0--W "f � woke i i ME* � 0.10 "M 6� i i Fm i i i i i wF —VW .Wm i4 i i ii *_0 #MF ANALYSIS RESULTS. Max Brg Press. Allowable Brg., @ Toe = 323 psf. Sliding Force @ Heel - 21921 psf * Resisting Force Press. = 4,000 psf, F.O.S. Resultant Loc From Kern Point Loc., Limit Resultant To C.L.= -0.36 B/6 = OA4 Mid 1/3? _ ft. ft. N/A Overturn Resisting Moment Moment F.O.S. 0 Lb = N/A = N/A = o = 7,307 = N/A f t-lb f t-lb DESIGN RESULTS: Design Method, Stem: Ultimate Strength Ftg.: Ultimate Strength d Mu VU Phi vn As Flex. As Min. As T+S (in.) (ft--k) (kip) (kip) (in-'*%2) (ino"', 2) (in^2) S� 5a50 -18.18 6*63 7.10 0.826 Oa220 0,173 Toe 8,50 0,35 0*13 10m97 D a 0 0 9 0.,012 0,259 Heel 8,50 --0.42 -0.61 10e97 0.011 0,015 0,259 Key a 0600 0000 0*00 0000 00000 00000 06000 Notes: 1. Stern moments are positive if they cause tension on the soil face. Negative if they cause tension on the outside face. Stem shear is positive to the left as measured on a section cut below the top of wall. 2. Heel moments are positive if they cause tension in the top of the footing. Heel shear is positive up as measured on a section cut to the right of the end of the heel. 3. Toe moments are positive if they cause tension in the bottom of the footing. Toe shear is positive up as measured on a section cut to the lef t of the end of the toe. QuikWall • RETAINING WALL ANALYSIS AND DESIGN � � i« .... �... �. �....� � ...� r.,r ...� i, �....r....� ..r.� ,..r. �. it �...► .... ,� � .r...,� � ..� ProjectEdmonds P . S Location: Grid C By: L B TIME: 09:24 AM Page 4 o f 6 f 11-13-1997 ll� r F D E T A I-L E D A N A L Y S I S R E P O R T ----------RESISTING FORCES- ---E=wmww - - - Element Weight x Arm = Moment Soil Ftg * Stem Vert Sur Vert EFP Toe Sur. Fence Wt, Vert, line ��M��ft��EnmwmftOVERTURNING FORCES --------- Element Force x Arm = Moment 1,750 3,792 R at Top 400 1w33 533 R at Bot. 1,400 1w33 1,867 Horiz. EFP 100 2e17 217 Vert Sur Horiz Sur Wind Horiz line 676 899 Vert. line A..w i4 FrE& 4,326 IVER 7, 3 07 Friction Force - NIA Passive Pressure = N/A Cohesion = N/A Res i s . Force, Sum N/A -2,074 -4,773 6,188 660 Sum 0 , ,S* . a S Sliding Overturn. 15*00 1,00 5,00 7*50 -31,114 -4,773 30,938 41950 MOT o = RF = MR / / F MOT N/A N/A Coef . Vert. Surcharge or Line Load to Horiz. = EFP / Soil Dens. = Oo44 iF 10 mmF � i it f �ft -mwo � i i � it i" i Gomm i �'Mdt f ft� owft WNW w bb whi i i �* *No M err lwmmw i i Resultant Loc From Toe, X = (MR - MOT) / Sum WT = lo 69 ft. Eccentricity From Ftg C a L e = (B / 2) - X = -0.36 ft. Soil Pressure @ Toe =(WT / B) (1 + 6e/B) = 323 psf. Soil Pressure @ Heel =(WT / B) * (1 - 6e/B) = 2,921 Psf . ?4d QuikWall: RETAINING WALL ANALYSIS AND DESIGN OW Fro3ect Edmonds Location: Grid C By: LB �Y► �� F �f �� f �s YiF ii� 7�! it iYY* �ii► �! it it iYY► � � �Yi Fi14 �� i � !E i� �f � *� �i �� i ii� irf � i �11f �� f in1iF WYiY �! i iii �! � � � ;HBi � �! � iYf �YY � i iY�F �E �� if �! �� fi �� !E �4 �f i� i�� !i i� YYM �! �f #� �r �* !qf �� *� �! � W� !E •Yii �� it �Y �f �� iYYi TIME. .# M F J 09:24 AM 11-13-1997 D ETA I L E D D E S I G N R E P O R T Page 5 o f 6 STEM DESIGN: Load Combination @ Marc Mom. = 1*4D + 1,7L + le7H Shr Strength @ Base, Phi Vn = 7.10 kip Dist From d Mu VU As Flex. As Min. As T+S As Reqd Top (ft) (in.) (ft-k) (kip) (in A 2) (in"*2) (in A 2) (in A 2) 1,40 5.50 -4.89 -3.38 0,203 0.220 OuI73 0.220 2*80 5.50 -9.38 -3.00 0.401 0.220 0,173 Ow401 4*20 5.50 -13.21 -2.44 Oe579 0.220 Ow173 Oa579 5e60 5.50 -16.13 -1.69 0.721 0.220 0o173 0,721 7.00 5.50 -17.87 -0.76 0*810 0.220 09173 0-, 8 1� 8,40 5.50 -18.18 Ob 3 5 0,826 0.220 09173 0 * 82 -6"- 9,80 5.50 -16.80 1,64 Oe755 0.220 0.6173 09755 11e20 5.50 -13.49 3.12 0.592 0.220 0,173 Ow592 12.60 5.50 -7.97 4e79 0.337 0.220 0.173 0*337 14e00 5.50 0.000 6e63 06000 0,000 Os173 0.173 --------------------------------------------------------------------------- Vertical Stem Reinforcement: Available Length for Hook Embedment into Footing = 9.00 in. Available Length for Straight Embedment into Stem = 166, 00 in. Development Length Straight Hook Percent Spac 50% Cut Off (in.) in, Develop. �(in.) (in.) #4 2*91 #5. 4,51 J? # 6 ..6 * 3 9- 8.72 #8 11a48 #9 14.53 #10 18,46 #11 2z,67 --------------------------------------------------------------------------- Horizontal Stem Reinforcement: Area of steel for Shrinkage and Temp. Reinforcement = 10* i A -----Spacing, in.---- ------Total Bars..... I F Only EA. Face I.F. Only EA. Face #4 ._. 12 -50._, 18,00 15*00 11600 #5 18.00 18000 11000 11,00 `- #6-'-''' 18.00 18,000 11000 11400 #7 18.00 18000 11,00 11-300 #8 18*00 18*00 11*00 11,000 #9 18s00 18.00 11*00 11600 #10 18,00 18.00 11600 11,00 #11 18,000 18600 11*00 11000 QuikWall: RETAINING WALL ANALYSIS AND DESIGN RP iifM ww.ji !! it if is it ;i YiF! �� it �f s si �f iw it iF �f ■� iF its iY iF r.Y� w*� iF iF `AU i !F irf �rf iri �! it airy �E it �.rr iY� �rf *�rf wE iti •� �4 i..r* iF iF Y ■+f ++�i Project Edmonds P, S . Location: Gr Old C By: LB •ice �� iF iF � �Yli �rt �! �� it �� !! i! � � � � iF ;f �� iY � �� iw �� # � i� � it i! iF i Y4 �� !� iF i �Yif �i �! if iF �� 4ii � ii i�W �E i if � � �! � iY � i♦ iY � � �� ii ii Wrt �� !� a� �i �� !�f �E iF iii Page 6 of 6 TIME: 09:24 AM 11-13-1997 Tu--. DESIGN: * Load Combination = 1.4D + * Available Length for Hoak * Available Length for Strai 1w7L + 1*7H Embedment into ght Embed. into Stem Toe = 10-00 . 00 in. in, i i �w - f ftq" !mbb moft mmw mme � ON* mo& i � i i i� '�E@ � mow i i amw MEMO � � W-W � -� =OP it � �w � � �& -� i i i a" � -� ft� � i i i dM i im 60me iI i amw � � � 4000 *Fr ftm. . . i w"M W d Mu Vu Phi Vn As Flex. As Min. As T+S As Req'd (in.) (ft-k) (kip) (kip) (in A 2) (in A 2) (in"2) 8*50 Oe35 Oe13 10.97 0*009 0.012 Oe259 0*2594" i i M"W �w �w � Mmft mnftkt i i � � Emmb i i MMP it i' i MEM MMP ft� mow � � *ftw � ..� � q� wwo i' i• ! i �w MMP MEW Mow � i MOW am ■� i W� show i i i �m dME M=0 ft� � � � i w Development Length Straight Hook Percent Spac. (in.) (in.) Develop. (in.) #4 9e26 #5 14o35 #6 20.37 #7 27978 #8 36,57 #9 46*30 #10 58e80 #11 72.22 �S' Q!2 i � am* #FW, ft-rt *NO i i i Mwe qft% .0" i' i i -NNW ona i' i' i• i' i' i mow 4W.0 O.Pe *Mdw 4M.No i i' i• -MW ".f iiY iIW HEEL DESIGN. * Load Combination = 1.4D + I * 7L + I * 7H * Available Length for Straight Embedment into Toe = 18.00 in. * ilable Length for Straight Embedment into Heel 10.00 in.. d Mu Vu Phi Vn As Flex. As Min. As T+S As Req I d (in.) (ft-k) (kip) (kip) (ino*'-2) (in A 2) (in^2) (jrjA2_)'__ 8e50 -0.42 -0.61 10897 06011 0,015 Oo259 0.259; Development Straight (in. ) #4 #5 #6 #7 #8 #9 #10 #11 Length Hook (in. ) Percent Develop. Spac. (in.) 9e26 14.35 20.37 27o78 36*57 46,30 58*80 72o22 tj- r, - q 1 -7, 0 QUikWall: RETAINING WALL ANALYSIS AND DESIGN ��,1 � � i i � ..r■ � .� �...raaF rrrr �� *� i! iYs .raE .rr. �r �! i .err � ! �i ■..rF � �� Y ProEdmonds Location* Grid C BY: L B �i iYYi �� F �! i i i � � i i iYY4 irif Yf �� i i i i i � i � � � �! �! �� i iY� i✓ i•� +! �aai �aaaF i i yiaaY iiiai �P �F �� aaY �aaY �F � i � �! i i � � i �� WiiY � �� i i i Yii � �� i� �Y � !1! � iYr �� #Tf i TIME: 0 9: 27 AM Page 1 TE: 11-13-1997 ANALYSIS RESULTS: Sliding Force = 0 Lb Resisting Force = N/A F.O.S. = N/A DESIGN RESULTS: Stem Req'd Area Stl. = 0.826 in^2 Toe Req'd Area Stl. = 0.259 inj"-2 Heel Req'd Area Stl. = 0.259 in^2 f -. Overturn . Resisting 0% 10% a, Moment Moment Fib 4.S. "I = 0 = 71307 = N/A 2". 1,600 ft. 111 -Volt 1417 aoaa 1 1 2a67 ft* I- 323 psf . f t-lb f t-lb 14.00 ft. 12.00 in. k r • WOODBM,,XLS WOOD. BEAM DESIG Project: Member: EPS Typical Eave Adjustment factors: (91 NDS and 94 UBC) CD = 1.15 Load Duration Factor CM = 1.00 Wet Service Factor Ct = 1.00 Temperature Factor CL = 1.00 Beam Stability Factor CF = 1.00 Size Factor CV = 1.00 Volume Factor Cfu = 1.00 Flat Use Factor Cr = 1w15 Repetitive Member Factor Cf = 1.00 Form Factor Cp = 1.00 Column Stability Factor CH= 1.00 Shear Stress Factor Cb = 1.00 Bearing. Area Factor Total Load wTL = M (for simple span) V (for simple span) Bending Pb = F'bx = Actual stress; Allowable stress: F'b = Shear plf 688sOO Ft-olb 334.00 lbs--Y--o Fbx(CD)(CM)(Ct)(CV or CL)(CF) Cr) _ Req'd S = M / F'b = fb = M / S = Section Properties,a Fbx (psi) = 1150 Fv (psi) = 95 Fc I (psi) = 625 E (psi) = 1800000 A (inA2) 8925 S (I*nA3) T563 1 (inA4)— 20,8 b (in) = 1s5 L (ft) _ wDL (plf) _ wLL (plf) _ MC (%) = 19 Size 2x6 Grade No 1 [s2ecies DF 1520.88 psi 5.43 inA3 1091.63 psi Fb(CD)(CM)(Ct)(CV or CL)(CF)(Cr) = 1520.88 psi Actual stress: Allowable stress: Deflection fV = 1 w5 V /A= F'v = Fv(CD)(CM)(Ct)(CH) 60.73 psi 109,25 psi El = E(CM)(Ct) = 1800000 psi Bending O.K. Shear O.K. Bearing Evaluation of bearing stresses requires knowledge of the support conditions. Without such information, the minimum bearing length will be determined. Flp..I.,= FcJ(CM)(Ct)(Cb) _ Required A = V / F'Q.,I= Required Ib = A / b = 625.00 psi 0.53 inA2 036 in.. t VisualAnalysis (ver. 2.5) Report Lori Brown, KPFF November 17, 1997 ,--� 120i 3rd Ave # 900, Seattle., WA 98101 Project Name: EPS Billing Info: Default Units: ftY kips, deg, °F/ft Complete Analysis Results NODAL DISPLACEMENTS Node DX Hi 0.0000 N2 0.0000 N-0.0170 NODAL REJCTIONS Ni -0.0216 N2 09021 0.0000 0.0000 -0.0 80 ry 0 e 0 0 4 093626 Load Cases, DEAD RZ 0.1622 -0.4866 -1.1355 NZ 0.0000 0.00000 MEMBER LOCAL DISPLACEMENTS =, �- T" M1 � SS2X4 M2 M SSx4 Offset 0.0000 0.2170 0.4340 0.10 0*880 1.0850 1.3020 1,190 1.730 1.9 31 2 * 1701 2.3871 2,6041 2.821 3.0381 3 o 2 1 3 # 4721 3.891 3.01 4,1231 0.0000 0.170 0 f 4 0 0.10 0 * 8 8 0 1908 0 1,3020 1*5190 1.7360 e 3 2.1701 2.3871 2*041 2#8211 3.081 3,2551 • 4 7 2 1 o 8 9 1 3,9061 4.1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 000000 000000 0.0000 0.0000 0.0000 040000 0.0000 0.0000 0.0000 0#0000 0.0000 0.0000 0.0000 060000 0.0000 0#0000 0.90000 0.0000 0.0000 0.0000 000000 .0000 0.0000 010000 000000 0#0000 0#0000 0.0000 0.0000 0.0000 000000 000000 0 0000 MEMBER INTERNAL FORCES 65 0.0000 0.000 0.001 0.0018 0.0024 0.0030 0,003 0.0041 0.004 0,0049 0.0052 0.004 0.0055 0,0054 0.0052 0.0047 0.0040 0.0030 0.00. .0000 0.0000 -0.000 -0.0044 -0.0071 -0.0101 -0.0133 -0.01 7 -0.0203 -0■0240 -0.0279 - 0 • 0 1 9 -0.030 -0.040 --#044 -0 . 048 -0.0529 -0.0 71 -0.0 14 -0.0 7 --0.0700 *�i Meer Offset 1 � SS2X4 0 Lz- Mz 0 0.0000 0.0 23 0.0000 0,2170 0.0200 -0.0094 0.440 0.0176 -0.0188 0.651.0 0.015 -0.0282 0.8680 0.0129 -0.0376 1.0850 4 000106 -0.0470 +' 1.3020 0.0082 -0.0564 l 1.5190 0.0059 -0.0658 le7 60 0.003 -0.0752 1 d,51 0.001. -0.084 2.1701 -0.0012 -0 , 0940 2.3871 - ■ -0-1033 . 641 -0.0059 -0.117 * 8 11 - . 0082 -0 .1221 3.0381 -0.0106 -0.1 15 3,62551. - •012 -0.1 0 3. 721 -0.0153 -0.1503 3.6891 -0. 0176 -0 * 1597 3.9061 --0.0200 -0. 691 491231 -0.02 3 -0.1785 2X 000000 0.0446 0.178 0.2170 0,0423 0.1691 0.4340 0.0399 0. .597 0.6510 0,0376 0.1503 098680 0e0352 0.1409 1.0850 0,0329 0,1315 1..3020 0.0305 0.1221 1.5190 0.0282 0,1127 1*73 0 0.0258 0.1033 1.9531 0.035 0.940 2.1701 0.0211 0.0846 2.3871 0.0188 0.0752 2,6041 0,0164 0.0658 2.8211 0.0141 0.0564 3.0381. 0.01.1.7 0.0470 3*2551 0.0094 0.0376 3.4721 0.0070 0,0282 3.6891 0.0047 0.0188 3*9061. 0.0023 0.009 4,1231 0,0000 040000 Complete Analysis Results NODAL DISPLACEMENTS Node X Ni 0.000 H2 000000 N -0.0148 NODAL REACTIONS Node -0.0188 N2 0,0188 DY 0.0000 090000 -0.0591 TY 0.0047 0.3153 0.0000 --0.0011 -0.0041 - o 0 2 -0.0163 -0 . 0255 - 0.03 67 -0.0500 -0. 652 -0.0826 -0.1020 -0.1234 -0.1468 -0.17 3 -0.198 -0.2 94 -0. 610 -0 . 94 -0.330 -0.36 0 -0.3 68 0 -0.330 -0.2946 - 0 # 1./ 10 --0.2294 -0.1998 -0.1723 -0.1468 -0.1 34 -0.1020 -0.0826 -0.06 2 -0.0500 - 0 • 0 3 7 - . 0 2 5 5 L - V • 163 -0.0092 -0.0041 -0.0011. 040000 Load Case: SNOW RZ 0.1411 -0.4232 -0.9874 MZ 0.0000 0.0000 MEMBER LOCAL DISPLACEMENTS xember Offset DX DY 1 SS2X4 000000 000000 090000 0.21.70 0,60000 010005 0.4340 000000 0,9001.1 0.6510 0.0000 0.0016 6 0.8680 0.0000 0.0021 100850 0,0000 0,0026 1,3020 0.0000 0*0031. 1.5190 0.0000 0.0036 1,7360 0,0000 0.0040 10 531 060000 0.0043 2.1701 0.000 0#006 2.3871 0.0000 0.0047 .6041 000000 0.0048 .821f 0,0000 0,0047 3.03 81 0.0000 0.0045 3.2551 0.0000 0,0041 3.4721 000000 0.0034 396891 000000 0.00 6 3.9061 0.0000 090014 t x 4,1 31 0.0000 00,0000 M S2X 10000 0,0000 0.0000 *2170 040000 -0.0018 0.4340 0,0000 -0 , 0038 0,6510 .y 0 -P0000 -0,00 2 098680 00 000 -0.0088 1 -P 080 0.0000 -0.011 1.300 0.000 --0.014 14,5190 0,000 -0.0176 1.7360 0.0000 -0.0209 1.9 31 0*0000 -0.0243 291701 0.0000 -0.078 2.3871 000000 -0.0313 2,6041 0,W0000 -0.0349 2.8211 0.0000 - 90386 3.381 0.0000 „0.043 3v2551 000000 -0.0460 3.4721 0*0000 --0.04 7 3.6891 0.0000 --0 # 034 3e9061 0.0000 -0.0 72 4.1231 0,0000 -0.0609 MEMBER INTERNAL FORCES Member Offset rx FY 1 SS2X4 0.0000 0 * 01..94 0.0000 0.2170 0.01.74 -0.0082 0.4340 0.013 --0.013 0.6 10 0.0133 -0.0 4 0.8680 0,0112 -0, 03 7 1.0850 0.0092 -0.0408 1.3020 0.0071 -0.00 1.5190 0.0051 `"0.0 72 1.7360 0.0031 -0.06 4 1.9531 0,001.0 -0t073 .171 -0.0010 -0.0817 .3871 -0.0031 -0.0899 2,6041 -0.00 1 -0.0 80 .8211 --0.0071 -0�.10 2 3.03 81 -- ■ 2 - V i 1144 -�- " 3.2551 -0.01.12 - .122 3,4721 -0.01 -0.130 ' 3. 891. -0.01 3 -0.1389 3.9061 --0.01.74 •-0.1471 4#1231 -0.0194 -0.1552 X 2 0.0000 0.0388 0.1.2 0.2170 0.0368 0.1.471. 0.4340 0,0347 0.1389 0.610 0.037 0.1307 0.8680 0. 306 0.122 1.08 0 090286 0.1144 1.3020 0.0266 0.1.062 1.5190 0.0245 0.0980 1..730 OeO225 0.0899 1.9531 0,0204 0,0817 2.1701 0e0184 0.073 .3871. 0.0163 0.064 2.6041 0.0143 0.0572 2 * 821.1. 0,0123 0.0490 3.0381 0.0102 0.0408 3.2551 0.0082 0.0327 ... 3o4721 090061 0.024 +n 3.81. 0.0041. 0#0163 +3,9061 0,0020 0.0082 4*1231 0.0000 0.0000 Complete Analysis Results NODAL DISPLACEMENTS Node D �. 0.0000 r N2 010000 N3 -0 # 0128 DY 000000 000000 - 0.0 1 2 MZ 090000 -0.0009 -0 . 003 6 -0.0080 r'0.014 -0.0222 -0.031 -0 . 043 8 -0.07 -0.071.8 -0.087 -0.1073 • 1277 -0.1.498 -0.1738 -0.1.99 -0. 269 -0.2 62 -0.287 -0.3200 300 -0 , 2 872 -09 62 - 0 4 2 6 9 -0.199 -0.1738 -0.1498 -0 * 1 77 -0.1073 -0.088 -0.0718 -0.0 67 -0.03 -0.03 9 -0. 22 -0.0142 -0.0 80 -0.0036 -0.009 0,0000 Load Case: DRIFT RZ .19 -0 r 949 -.8463 • u NODAL REACTIONS u 0 Node FX FY M Ni- N2 . 1. 1 000151 -0*0282 0,2202 000000 0.0000 ,l,,#EMBER LOCAL DISPLACEMEN r Offset Dx Dy l SS2X4 000000 0.0000 0.0000 0.2170 0.0000 0.0006 .4340 000000 0.1.3 0,6510 . 00 000019 0.8680 0.0000 0,0025 1*0850 0.0000 090030 1.3020 0.60000 0.003 1.5190 0.0000 0.4 1,7360 000000 0.0044 1.9 31 000000 0,0047 2,1701 0*0000 0.0 49 .371 0.0000 04,0050 2,6041 0000 0.0050 2e8211 000000 0. 04 3,0381 0.000 0o0045 3.2551 0.00000 0,60040 3.4721 0.0000 0.0034 3.6891 . 0 0 0.002 3.9061 0,0000 090014 4.1231 000000 0.0000 M S4 0.0000 0.0000 0.0000 Oo2170 0.000 -0.001 0,4340 0.0000 - . 03 Ov6510 0 * 000 -0,0056 ,0 0.000 ;-0.079 1.0850 0.0000 -0.01 3 1.3 20 0,0000 -0.0129 1.55190 0.0000 -0.0156 .. 73 0 0,0000 - . 01r4 1.9531 0.00000 - * 214 2.1701 0,0000 - .0243 h k.' .371 0.000 -.074 l 2.6041 00000 - . 30 2,8211 . 000 -0.0336 3.0381 0 0 -0.0368 3.21 0*000 -0-0400 3.4721 0.0000 - .0 32 3o6891 0.,0000 -0. 04 4 .90 0.00 -0.49 4*1231 0,0000 -0.0528 MEMBER INTERNAL FORCES Mier Offset F3c py N Hl X 00000 0.0 7 -0.0310 0.0000 0*2170 0,0069 _0. 343 --0. 071 0.4340 • 00 1 - . '7 -0.0149 Ow6510 0,90053 -0.040 - . 234 0,8680 .004 ;- . 441 -0-0326 1.0850 0.0 37 - . 4'74 -0.0426 -t 1.3020 0. 29 -0.0507 -0.0532 1.5190 0.00 - .0 39 - .0 4 1.7360 *001 - . 7 -0.07 . _ 1.69531 • 0 - # -0.0894 2,1.701 - . 04 -0.0 7 -0.1028 2.3871 -0.001 -0. 70 - .117 2. 041 -- • 2 -, - .11. 2,8211 - 0 i 0 0 9 - , 3 - .1.4' 390381 -- . 3 7 - . 7 -0.1638 3,2551 - .0 4 :0. 1. -0.1 0 3.4721 - .0 -0.0 33 -0.1986 3,6891 -0.0 - .0 - .21.70 3.9061 -0.0 - . 9 - .23 2 4.1231 - . 07 - . 931 -0.2560 X 000000 0o0310 0.1 4 i -0-2560 _ Oa2170 0,0294 0,1176 -Oo2298 0.4340 0.0278 a lilt - • 2 0 0.6510 0.0261 0•10 - 1 0.0245 0.0 - #1 .1 9 l.0 0.0229 .0 1 - .1390 ti L 1..3020 0.0212 0.0850 -0.1199 .5190 0.0196 0.0 4 -0.10 1 1..30 0.0180 0.0719 -0.0858 1.9531 0 * 0163 0.054 #0 ; 0709 2.1.701 0*0147 0,0588 -0.0575 2.3871 0.0131. 0.053 -0.0454 '2 . 041. 0.0114 0,0457 -0.0348 J 2.8211 .0098 0.0392 -0.0 55 3.0381. 090082 0*032 -0.0177 3 * 2551 0,0065 0.0261 -0.0114 394721 0.0049 0.0 9 -0.00 4 3.6891 0.0033 0.01.31. -0.0029 3.9061. 0.0016 0*00 5 -060007 4.1231 000000 0.0000 090000 Complete Analysis Results Factors on Load Cases: DEAD: 1.0000 SNOW: I m0000 NODAL DISPLACEMENTS Node DX Ni0.0000 N2 000000 -0. 31 NODAL REACTIONS Node rx Ni-0.0405 N2 0.0405 D 0.0000 000000 -0.1270 py 000101 0 • 6 9 Load Case: DL+SL RZ 0.3033 -0.9098 -2.1229 000000 0.0000 MEMBER LOCAL DISPLACEMENTS Offset Dx D 11 -SS2X4 04,0000 0.0000 0.0000 0.2170 0.0000 0.0011 0.4340 010000 0.00 3 0.6510 000000 0.0034 0.880 0.0000 0.0046 1.0850 0.0000 0*0056 1.3020 0.00000 090067 115190 0,0000 090076 1.7360 0.0000 0.0085 1*9531 0,0000 0,0092 * 1.701 0.0000 0.0098 2.3871. 000000 0.0 0 2,6041 000000 090103 2.82 1 000000 0,0101 3.0381 0.0000 0.0096 3. 551 000000 090087 3.4721 0.0000 0.0074 3.6891 0.0000 0.0055 3.9061. 0*0000 0,0031. 4 w 1 31 0.0000 0.00000 M 0.0000 000000 000000 0 * 21.' 0 0,0000 -0 , 0038 0.4340 040000 -0.00 3 096510 0.0000 -0.01 3 0,8680 000000 -0.0188 leO850 000000 -0.0248 1,3020 0.90000 -0.031 1.5190 000000 -0 * 0379 o 7360 0,0000 -0.04 0 le9 31f 060000 -0.0522 2. 701. 0,0000 -0.0597 2 -P 3871 0.0000 -0.0673 2.6041 0.0000 -0.0751 2.82 11 0.0000 -0 # 08 9 4_ 3.03 1. 0.00000 -0*0908 3.2551 0 * 0000 -0.0988 3.4721 0.0000 -0.1068 3. 1 0.0000 -0.1149 3 p 9061 0100000 -,0..122,9+ 4.1231 0.0000 - *1309 f I 0 MEMBER INTERNAL FORCES 4 Offset Px Fy Hz 0.0000 0.0417 0.0000 0.0000 0. 170 0#0373 -0.0176 -0.00 0 094340 0.0329 -0.03 1 -0 * 0077 0.6 10 0.0285 -0.0527 - .017 0,8680 0.0242 -0. 0 03 -0.0306 1.080 0.0198 -0.0878 -0.0477 1.3020 0,0154 -0.10 4 -0.0687 1.5190 000110 -0.123 0 -0.093 1.7360 0.0066 -0 * 140 -0. 2 0 1.9531 0.0022 -0.1581 -0.1 44 2.1 0 -0.0022 •-0.17 6 "0.1906 2,3871 "0.006 -0.1932 -0.2306 .6041 -0.0 10 -0. .08 -0.2 45 2.8211 -0.0154 -0. 283 -0.3221. 3.01 -0.018 -0.2459 - . 373 3.2551 -0, 0242 -0.263 -0.4289 3.47 1 -0.0285 -0. 8 0 -0.4879 3.6891 --0.0329 -0.2986 -0,5 08 3,9061 -0.0373 -- 7 4.1231 -0.0417 -0.3337 .: k , ,-O. 6880 000000 0.0834 0,3337 -0.6880 0.2170 0,0790 0,3162 -0.617 0.4340 0.0746 0*2986 -0.5 08 0.6510 0,0703 0.2810 -0.4879 048680 0.0659 0. 3 -0.4 89 1.080 0w0615 0.49 -0.3736 1,3020 0.0571 0.2283 -0.3 21 1.95190 0*0527 0.21.08 0. 74 1.7360 0,0483 0.1932 -0.2306 l o 9 31 0.043 0.17 6 -0 * 1906 2.1701 0,0395 0,1581 - # 1 44 2.3871 0.0351 0.140 -0.1220 2. 6041 0.0307 0.1230 -0.0 3 2.8211 0.0263 0.104 - . 0 687 3.0381 0.0220 0.0878 -0 t 0 '7'7 3.2551 0,0176 0,0703 -0.0306 394721 0.01.32 0.0527 -0.0172 3,6891 0,0088 0,0351 -0.007 3.9061 0.0044 0.0176 -0.0020 4*1231 000000 0.0000 0,0000 Complete Analysis Results Factors on Load Cases: DEAD: 1.0000 DRI FT: 1.0000 NODAL DISPLACEMENTS Node DX DY Ni0.0000 0,0000 N2 0.0000 000000 --0.0298 -0.1192 NODAL REACTIONS Diode YX rr N1 -0.0367-0.0228 N2 090367 0.58 8 Load Case: DL+DRI FT RZ 0,331 -008816 --1.9818 xZ 0.0000 000000 MEMBER LOCAL DISPLACEMENTS xeaer Offset DX HI 4 0.0000 0.0000 0.2170 0.0000 0,4340 0,0000 . 0.6510 0.0000 0.8680 0,0000 00850 080000 1a3020 0.0000 1.5190 0.0000 000000 0.0013 0-P0025 0• 0 0 3 7 0.0049 0 • 0 0 6 0.0071. 0.0081 4 G1 5 1#7360 0#0000 010089 1.#9531 0.0000 0.0096 2.1701. 000000 0.010 2*3871 010000 090105 2.6041 090000 0.01.05 2.8211 000000 0*0103 4 *0381 090000 0.0097 * ... 3.2551 000000 0.0087 3,4721 000000 0.0073 3.6891 080000 0.0054 3.9061 0,0000 0.0030 4#1231 000000 000000 H X 0.0000 0.0000 0.0000 0.2170 0.00000 --0.0037 0.4340 000000 -0.0079 0.6510 0,0000 -0.0127 0.8680 000000 -0. 0179 1..0850 010000 -0.0 36 1.3020 0.0000 -0.0296 105190 0 'b 0000 -0.0359 1,7360 000000 •-0.042 1.9531 0.0000 --0.0493 2,1701 0.0000 -0.0563 2.3871. 000000 -0.0634 ,6041 0,0000 -0.0706 .8211 000000 -0.0780 3.0381 0.0000 -0.084 3#2551 0.0000 -0.0928 3.4721 000000 -0.1003 3.6891 0,0000 -0.1078 3.9061 0.0000 -0-1153 4.131 0.0000 ----G .l22� MEMBER INTERNAL FORCES I or e rx FY m SX 0.0000 0.0301. -0.0310 000000 0*2170 0.02 9 -0.04 7 -0.0083 0s.4340 0.0237 -0 , 0564 -0.01.90 ,0. 6510 0 9 020 -0. 0690 -0. 0326 `- 0.880 0.0174 -0.0817 -0 # 0490 1.0850 0.0142 -0.0944 -0.0681 1.3020 00011.1. -0.1.070 -010899 1.5190 0,0079 -0 + 1197 -0.1145 1.7360 0.0047 -0.1323 -0.1418 1.9531 0,0016 ;-0 # 1.450 -0.1.720 2.1701 -0.0016 -0.1577 ;-0. 048 2 ; 3871 -0. 0047 -0 ,1703 -0.240 2.6041 -0.0079 -0 91.830 -0.2787 * 821.1. -0.0111 -0.1957 -0.3198 3.0381 -0.014 -0. 083 -0#3636 .2551 -0.0174 -0. 210 - .410 3.4721. - .0206 -0.2337 -0.4595 3.6891 -0.0237 -0.2463 -0.5116 399061. -0.0269 -0.2590 -0.5665 4.1231. -0.0301 -0 # 2716 -0.6 40 X SS2X4 0.0000 0.0757 ■ 307 -y - 240 ti 0.2170 0*0717 {0 -- 094340 0#0677 0* 708 -0.4996 # 0.6510 0.0637 0.2549 -0# 425 0,8680 0.0597 0*2390 -0.3890 19,0850 0.0558 0 * 2 3 ./ - - 3388 1,3020 0,0518 092071 -0 . 922 1. 1 0 0.0478 0.191. -0.2490 1,7360 0,0438 0.17 2 -0 . 092 1.9531 0. 0398 0.1593 -0 1.729 .1701 060358 0,1434 -0.1401 * 2.3871 0.0319 0.1274 - ,6041 0,0279 0o111 - .1.106 .0 4 2.8211 0.0239 0.0956 -0.0623 3.0381 0.0199 0,0797 -0. 0 32 3,2551 0.01.59 0.0637 -0.0277 4721 0.0119 0.04 8 - . 01.5 6 3,6891 0,0080 0.0319 --0.0070 f .9061. 0.0040 0.0159 -0.0018 4.1231. 0,0000 0.0000 0.0000 4 WOODBM.XLS S (91 NDS and 94 UBC) Project: Member: EPS 6x8 headers at courts windows [ A dius ent factors.a CD = 1.00 Load Duration Factor CM = 1.00 Wet Service Factor Ct = 1.00 Temperature Factor CL = 1.00 Beam Stability Factor CF = 1.00 Size Factor CV = 1.00 Volume Factor Cfu = 1.00 Flat Use Factor Cr = 1.00 Repetitive Member Factor Cf = 1.00 Form Factor Cp = 1.00 Column Stability Factor CH= 1.00 Shear Stress Factor Cb = 1.00 Bearing Area Factor Total Load wTL = 300 pIf M (for simple span) = 1837m5O Ft -lb V (far simple span) = 1050.00 lbs,":,, Bending Flb = Shear Deflection F'bx = Fbx(CD)(CM)(Ct)(CV or CL)(CF)(Cr) = 1 Actual stress: Req'd S = M / F'b= fb = M / S= Section Properties: Fbx (psi) = 1350 Fv (psi) = 85 Fc.L(psi) = 625 E (psi) = 1600000 A (inA2) = 4125 S (inA3) = 51a56 1 (inA4) 1914 b (in) = 595 L (ft) = 7 wDL (plf) = 150 wLL (plf) = 150 [MC (%) = 19 :Size 6x8 Grade No � S ecies DF 350.00 psi 16.33 inA3 427.66 psi Hnowanie stress: F'b = Fb(CD)(CM)(Ct)(CV or CL)(CF)(Cr) = 1350.00 psi Actual stress: Allowable stress: F'v = ILL delta = (5wLL*LA4)/384*El*l Allow. LL delta = L = 240 TL delta = (5wTL*LA4)/384*E Allow TL delta = L 180 fv = Ie5 V/ A= Fv(CD)(CM)(Ct)(CH) 38.18 psi 85.00 psi E t = E(CM)(Ct) = 1600000 psi 0.03 in. 0.35 in. 1*1 = 0,.05 in. ftft" 0.47 in. Bending O.K. Shear O.K. LL delta O.K. TL delta O.K. Bearing Evaluation of bearing stresses requires knowledge of thP..qijnnnrt r:nnrfitinn.Q Withn"t F'q..l= . such information, the minimum bearing length will be determined. FcI(CM)(Ct)(Cb) Required A = V / F'cJ = Required lb = A / b = 625,.00 psi 1.68 inA2 0.31 in. V'I'sualAnalysis (version EPS, Fri Oct 0315:41:34 Lori Brown, 96363 2m5) - Live - Model XYVIew #3 1997 .............. • bm N3 N2 N1 e VisualAnalysl's (ver. 2.5) Report Lori Brown, KPFF October 3, 1997 1201 3rd Ave # 900, Seattle., WA 98101 'Project Billing I Name0 : nfo. EPS 96363 Default Units,6 ft, lbs, deg, °F/ft Selected Analysis Results Factors on Load Cases: Dead.* 1 Live:0 1 Load Cases, DL+LL MEMBER LOCAL DISPLACEMENTS x r Offset nx 'x.* 25 0.0000 060000 0.1842 000000 0.3 84 0.0000 0.552 0.0000 0,7368 090000 0.921.1 0.0000 1*1053 0,0000 1.2895 000000 1.4737 080000 1,6579 000000 1.8421 0.0000 2,0263 0.0000 2.2105 060000 .3947 000000 2 # 5 7 8 9 0 * 0 0 0 0 2.7632 000000 2+9474 -0,0001 3.1.31 -0.0001 3.3158 -0.0001 3.5000 -0.0001. MEMBER INTERNAL FORCES H1 C a 0.0000 0.1.842 0,3684 0#55 0,7368 0.9211 1,1.053 1.2895 1,4737 1.6579 1.8421 2.0263 2.62105 2.3947 2.578 2* 7 32 299474 .1.31 3,3158 3 e 5 0 0 -1582.4 91 -158 .4 91 -1582.4 91 - 1 2.4 91 -1582.4 91 -1582.4 91 -15 2.4 91. -1.582*4 91 -1582 , 4 91. -1 82.4 1. -1.582.4 91 r'1.582.4 91 -1.582.4 91 -158.491. -1582.4 91 -1582.4 91 -158.491 - 582.4 91 -1582.4 91 -158.491 0.0000 -0.0001 -0.0003 -0.0007 -0.0011 -0.0017 -0.0024 -- . 32 -0.0041 -0.005 0 -0.0059 -0.00 9 -.0 -0.00 0 -0.0100 -0 . 01.11 -0.01 1 -0.0130 -0.0139 -0 . 0148 �A 209.5132 209 ,5132 209e32 209 .51i32 209695132 209 .5132 209 *5132 0 9 # 5 3 209 .513 2 0 9 • 5 1 3 2 209 ,5132 i09 a 532 09 ,5132 209 .5132 09 95132 2096,5132 0 9• 5 1 3 2096,5132 209 -513 209 .51 2 --5017 . 643 9 -431. -4 5*2443 -3859,0445 --3472.8447 -308.449 -2700.4451 -2314,2453 -1928.0455 - 541 .8457 - 1 5 5 * 5 -7 9.44 1 -383.24 3 / • 9 5 3 5 389,1533 7 R # 1 l e 5 5 2 9 1547.7527 1933.55 2320,1522 Y f l VisualAnalyslas (ver. 2.5) Report Lori Brown, KPFF October 3., 1997 j207 3rd Ave # 900, Seattle, WA 98101 Project Name: EPS Billing Info: 96363 Default Units., fty Ibs, deg, °F/ft Selected Analysis Results Factors on Load Cases: Dead: 1 Live.a 1 Load Case: DL+LL MEMBER LOCAL DISPLACEMENTS mar offilet DX -T93,5x3,5x.25 0.0000 -0.0001 0,4474 - .0001 0.8947 -0.0001 1,3421 -060001 1.7895 000000 *2368 0.0000 296842 000000 3.1316 000000 395789 0,0000 4.063 0.0000 4.P4737 0,0000 4.9211 0.0000 5,3684 0.0000 5.8.8 0.h0000 6 a.2632 0.000 6,7105 0.0000 ... 7.1579 0. 000 7.6053 0.0000 8.0526 0.0000 8.5000 0,0000 MEMBER INTERNAL FORCES Mier Offset MTS3e5x3*5x*25 0*0000 0 m 474 0.894 l.342 . 7895 2.2868 2.684 x 3,1316 3.5789 4.0263 4.473 4.921 5,3684 5.818 6• 2 6 3 2 6.71.05 7 • 5 7 9 7,6053 8.0526 8 i 5 0 0 651*6048 651 *6048 651*60 8 651 * 6048 651 * 6 48 65196048 65196048 651, 6048 65.6048 651.6048 651e6048 651.6048 651,6048 6 5• 6 0 4 8 651.*648 651,6048 651 *6 48 651*6048 651*6048 651 *6048 - , 018 -0.016 -*0179 -0*0189 -- . 0195 -.0197 -0.01.97 -0.0193 -0,0187 -0.0178 -.0166 - 015 . .0138 -0*21 - .0103 --0.0084 -0.0064 --0,0043 -0.0022 0*0000 - 272. 1 -272.9591 -272.9591 -272.9591 -272.9591 - 72 * 959 -27 .9591 - 72.9591 -272.9591* -272.9591 -27 495 1 - 72.9591t -272.9591 -7 .951 -27 *9591. -272,9591 -272.959 -2 72 , 9 5 9 --27 .959 - 72.9591 NZ 232091522 2198.0390 2075.957 1958m8 24 1.831.6991 170995859 1587.476 465,359 343* 460 1 1-1328 1099*0195 976.9062 854.7929 73 *6797 6 0*5664 488,4531 366-3398 244,2266 122 e 13 0.0000 -4. 16 0 VisualAnalysl's (ver, 2.5) Report Lori Brown, KPFF October 3, 1997 1201 3rd Ave # 900, Seattle, WA 98101 It Project Billing I Name: nfo. EPS 96363 DefauDefaultUnits.a ft., lbs,, deg., °F/ft Selected Analysis Results Factors on Load Cases: Dead: 1 Live: 1 Load Case: DL+LL MEMBER LOCAL DISPLACEMENTS Member Offset nx Dy H SS2X10 0*0000 -0.0010 -0.0107 0.1090 -0 , 010 -0.011 0*21.81. -0*0010 �0.0113 0e3271 -0.0010 -0.0116 0. 361 - .0010 -0.0120 0,5452 -0.0010 '-0.01 3 0.6542 -0.0010 -0.0126 0,763 -0,0010 -0.01 9 0.872 -0.00 0 -0.0132 0.9813 -0.0010 -0.0135 1.0903 -0.0010 -0.01.38 1.1. 9 9 4 - • 1 - . 1 2 1.4174 - .0010 -0.0148 1,5265 -0. 010 -0.015 1.6355 -0.001.0 -0.0155 1*744 -060010 -0,0159 1.8536 - . 1 -0.0163 1.9626 -0 - 0010 -0. 0166 2 * 071 -0.001.0 -0. 0170 MEMBER INTERNAL FORCES Member Offset FX Fy M3 - ssaxio 010000 0.0000 00000 0.1090 13.6421 -50.5263 0.2181 7.2 842 -101.. 052 6 0.3271 40#92 3 -151.5789 0.43 5 * 5684 -02 * 1.053 0*5452 6892105 -52.6316 . 6542 1 * 8526 -303-1579 Y * 7 3 2 95o4947 - o 2 0.8723 109.l3 8 -404.2105 0.9813 122 * 7'789 - 5 9 73 68 1.0903 136. 21.1i -505. 632 1.1994 150.06 -555,7895 193084 16397053 -606.3158 1.417 17 *3474 -656.8421 1 # 2 6 190 * 9895 -707.3 84 1.6355 204. 31 -757.8947 1o7445 1.8.273' -808.4 11 1.8536 231w9158 -8 8.9474 3.962 245*5579 -909.4737 2.0716 59 * 2000 -960.0000 0.0000 -- .8471 -11.0951 -24.8 8 -44.1713 -68.9155 -99.2283 - 35.0 77 -176,3082 -223.2009 --275,5365 -333.315 -396.758 -465,5775 -53 9.93 6 -619.8629 - 7 0 5 v 1 9 0 9 -7 .1292 -892.5524 -994*3'76 v x VisualAnalysis (ver. 2,,5) Report Lori Brown,, KPFF October 3, 1997 1201 3rd Ave # 900, Seattle WA98101 Project Name: EPS Billing Info: 96363 DefauDefaultUnits.a ft, lbs deg, °F/ft Selected Analysis Results Factors on Load Cases: Dead 1 Live: 1 Load Cases. DL+LL MEMBER LOCAL DISPLACEMENTS Homer Offset Dx Dy SS2X10 000000 -0.0011 -0.0170 *3 1 --0#001 --0.018 w --0.0010 --0.0 00 s I4 3 -0. 0009 -0.0 1 10 27 -0.0009 -0.0229 890 -0.000 -0.02 0 ,290 -0. -0.0248 2.6723 -0.0007 -0.02 3 3,0540 -0.0007 - .02 4 3.43 - .000 -0.0 1. 3. 17 -0.000 -0.0244 4,1993 -0.000 - .02 1. 4. 0 -0.0004 -0.021. 4.9620 -0.0004 -0.0 94 .344 - . 3 �0-0169 5,7263 -0.0003 - .01.40 _ 6.1080 -0.0002 --0 * 0103 6.4898 -0,0001 -0,0074 6.71 -0.0001 -0.0037 7*2533 0.0000 010000 MEMBER INTERNAL FORCES IF Member Offset Fx Fy, Mz M4 - 332X10 080000 196lo9938 1817.0934-994.3765 0,3818 2009 , 9938 1640,2513 -335.5877 0.763 20 7*993 1.463*4092 257.0146 1,1453 0, 9 93 0 1286,5671 78294042 1*5270 2153-9938 1109.7250 1239.0420 1,9088 2 01-9938 932*8829 1629.4932 2.290 2249*9938 756a04089 1,70 6 2,6723 2297,9938 79*19 7 2206.1923 3.0 40 2345o9938 402.3 66 394*49 4 3,4358 2393,9938 225,5145 2513.5276 398175 2441*9938 4. 7 4 2565.8632 4. 993 2489o9938 --12 .1. 97 2551-4992 4,5810 2 37.99 -305.0118 2467s8703 4.9628 258599938 --4 1.3 39 2318,0548 5,3445 2633,9938 -658.6960 2100* 13 . 763 2681e9938 -3 . 3 11. . 33 6 6.10 8 0 2 2 9.9 9 -1012.3 0 2 12# ' 1f 6m4898 2 777 . -1.19 . 223 1042 # 04 ' 6*8715 282599938 --1366 # 0644 554,1176 7.2 33- 2 73.99 0 --1 42.9066 000000 '�.....� i "J f' r• ,F r a i J —75- W J4 -le AL-- 4; t �J k z �.,.........,... :"�.�": ... .. ...,. ,.... ..... . . --- t. /� z3� h(o O JI r...._..# . --. � - • _ -- . -.-,-- i � � F . _ . �. _ y.. , �.,_. rt � � � � it �. _ - _• ,. NO i— tj—1 I p A 0 r J v k ! i I a r �-9 S/S i i • p 1 4 �� 1 } i t �# A 4 rt 4 �� ... �F � . • .�+�t��r F ..w � r .� ter. ram- � ... �� - ,4 V t GFW 0 i I f Ij r RAMSBEAM V2, 0 - Licensed to: KPFF Job: Edmonds Fire Gravity Beam Design Consulting Engineers Steel Code: AISC 9th Ed-* SPAN INFORMATIQN: Depth Limitation specified (in) = 24.00 0 Beam Size (User Selected) = W24X117 Total Beam Length (ft) = 52*00 Top Flange Braced By Decking LOADS: Self Weight = Ov117 k/ft Line Loads (k/ft): Distl Dist2 0900 52w00 SHEAR: Max V MOMENTS: Span Cond Center Max + Controlling Fy = 50.0 ksi DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 Oe740 0.740 08000 00000 0,740 Oe740 (kips) = 41,52 fv (ksi) = 3.11 Fv = 20oOO Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb 539A 26.0 000 1,00 22*26 33.00 22o26 33.00 539,8 26,0 0,0 1*00 22o26 33a00 --- --- REACTIONS (kips) : DL reaction Max + LL reaction Max + total reaction DEFLECTIONS: (Camber = Dead load (in) Live load (in) Total load (in) Left 22o28 19e24 41m52 Right 22,28 19s24 41e52 1) at 26*00 ft = -1.373 L/D = 454 at 26,00 ft = -1.186 L/D = 526 at 26a00 ft = -2.559 L/D = 244 7? 4-. r r WOODBM.XLS - WOOD BEA t SIGN Project: Edmonds Public Safety Complex Member: Garage door headers at App Bay I AaJusrmenr racrors: CD = 1*15 CM = 1.00 Ct = 1000 CL = 1s00 CF = 1a00 CV = Ov97 Cfu = 1000 Cr = 1.00 Cf = 1800 CP = 1,00 CH= 1v00 Cb = 1a00 (91 NDS and 94 UBC) Load Duration Factor Wei Service Factor Temperature Factor Beam Stability Factor Size Factor Volume Factor Flat Use Factor Repetitive Member Factor Form Factor Column Stability Factor Shear Stress Factor Bearing Area Factor Total Load wTL = M (for simple span) V (for simple span) Bending F'b = �i'r�7: Deflection 965 plf 2364150 Ft4b 6755.00 lbs-.-� Section Properties: Fbx (psi) = 2000 Fv (psi) = 165 Fcj(psi) = 650 E (psi) = 1600000 A (inA2) = 81 S (inA3) = 162 1 (inA4) = 972 b (in) = 6o75 L (ft) = 14 wDL (plf) = 482o5 wLL (plf) = 482*5 MC % 161 EGra 6 3/4 x12 de Glulam cies DF/DFJ Flbx = Fbx(CD)(CM)(Ct)(CV or CL)(CF)(Cr) = 2226.40 psi Actual stress: Allowable stress; Req'd S = M / F'b = 127.43 inA3 fb= M/S= 1751.30 psi F'b = Fb(CD)(CM)(Ct)(CV or CL)(CF)(Cr) = 2226.40 psi Actual stress: fv =1.5 V / A = 125.09 psi Allowable stress: F'v = Fv(CD)(CM)(Ct)(CH) = 189.75 psi LL delta = Allow. LL delta = TL delta Allow TL delta = El = E(CM) (Ct) = 1 5wLL*LA4)/384*El*l = L 240 5wTL*LA4)/384*E L 180 600000 psi 0.54 in. 0.93 in. Bending O.K. Shear O.K. LL delta O.K. TL delta O.K. Bearing Evaluation of bearing stresses requires knowledge of the support conditions. Without such info ation, the minimum bearing length will be determined. F'c I = Fc L(CM)(Ct)(Cb) Required A = V / F'c.L= Required lb = A / b = 650.00 psi 10.39 inA2 1.54 in., r _� L WOODBM.XLS i r a � DESIG Project: Edmonds P.S. Member: Mezzanine framing near grid 2 I Adjus ent factors: Bending Pb Shear Deflection CD = 1.00 CM = 1.00 Ct = 1.00 CL 1.00 CF = 1.00 CV = 0.97 Cfu = 1.00 Cr 1.00 Cf = 1.00 CP = 1.00 CH= 1.00 Cb = 1.00 (91 NDS and 94 UBC) Load Duration Factor Wet Service Factor Temperature Factor Beam Stability Factor Size Factor Volume Factor Flat Use Factor Repetitive Member Factor Form Factor Column Stability Factor Shear Stress Facto Total Load wTL = M (for simple span) V (tor simple span) dng Area Facto r r 1297*5 plf 58549s69 Ft -lb 12326 a 25 Ibs� F'bx - Fbx(CD)(CM)(Ct)(CV or CL)(CF)(Cr) = 1 Actual stress: Allowable stress: Req'd S = M / F'b = fb=M/S= 1 Section Properties,41 Fbx (psi) Fv (psi) _ Fc I (psi) _ E (psi) _ A (inA2) _ S (inA3) _ I (inA4) _ b (in) = L (ft) _ wDL (plf) _ wLL (plf) _ MC (%= 2000I 165 650 1600000 1153 432*4 4865 5w125 19 172,5 112 16J Size 51/8x221/2 Grade Glulam Species DF/DFI 936.00 psi 362.91 inA3 624.88 psi F'b = Fb(CD)(CM)(Ct)(CV or CL)(CF)(Cr) = 1936.00 psi Actual stress: N = 1.5 V / A = 160.36 psi Allowable stress: F'v = Fv(CD)(CM)(Ct)(CH) = 165.00 psi E I = E(CM)(Gt) = 1600000 psi LL delta = (5wLL*LA4)/384*El*l = 0,.42 in. Allow,, LL delta = L = 0.95 in. 240 TL delta. _ (5wTL*LA4)/384*E 1*1 = Allow TIL delta = LMENNOWNENNO = 180 0.49 in.. 1.27 in. Bending O.K. Shear O.K. LL delta O.K. TL delta O.K. Bearing Evaluation of bearit ing stresses requires knowledge of the support conditions. Without such information. the minimum bearing length will be determined. 0 F'cj = Fc I (CM)(Ct)(Cb) Required A = V / Pc 1= Required lb = A / b = 650.00 psi 18.96 inA2 3.70 in. J 4 WOODBM.XLS J a WOOD BEAM D Project: Edmonds P.S. Member: Mezzanine frarnin 114alusimenr ra+crors: g near grid X .+ (91 NDS and 94 UBC) CD = 1.00 Load Duration Factor 0 CM = 1.00 Wet Service Factor Ct = 1.00 Temperature Factor CL = 1.00 Beam Stability Factor CIF = 1.00 Size Factor CV = Ow97 Volume Factor Cfu = 1.00 Flat Use Factor Cr = 1.00 Repetitive Member Factor Cf = 1.00 Form Factor CP = 1.00 Column Stability Factor CH= 1.00 Shear Stress Factor Cb = 1.00 __ Bearing Area Factor Bending F'b Shear Deflection Total Load wTL = M (for simple spank = V (for simple span) 1903 Plf 402OOs88 Ft -lb 12369o5O lbstr7� Fec #ion Proper#ies: Fbx (Psi) = 2000 Fv (psi) = 165 Fc I(psi) = 650 E (psi) = 1600000 41 A (inA2) 11 93 N N� S (inA3) 432m4 I (inA4) = 4865 b (in) = 5e125 L ft)= 13 wDL (Plo = 258 wLL (plf) = 1650 HMC %)= 16 Size Grade [s2ecles F'bx = Fbx(CD)(CM)(Ct)(CV or CL)(CF)(Cr) = 1936.00 psi Req'd S = M / F'b = 249.18 inA3 Actual stress: Allowable stress: fb= M/S= 1115.66 psi Pb = Fb(CD)(CM)(Ct)(CV or CL)(CF)(Cr) - 1936.00 psi Actual stress: N = 1.5 V / A = 160,.92 psi Allowable stress: F'v = Fv(CD)(CM)(Ct)(CH) = 165.00 psi E I = E(CM)(Ct) = 1 LL delta = (5wLL*LA4)/384*El*l Allow,, LL delta = L = 240 TL delta = (5wTL*LA4)/384*El*l = Allow TL delta = LONNOMWENIMM = 180 600000 psi 0,14 in. 0.65 in. 0.16 in. 0.87 in. 5 1/8x22 1/2 G I lam DF/DF-. Bending O.K. Shear O.K. LL delta O.K. TL delta O.K. Bearr'ng Evaluation of bearing stresses requires knowledge of the support conditions. Without such information, the minimum bearing length will be determined. F'c.L= Fc.L(CM)(Ct)(Cb) Required A = V / F'c I Required lb = A / b = 650oOO psi 19.03 inA2 3.71 in. f i WOODBM.XLS (91 N DS and 94 U BC) Project: Edmonds P.S. Member: Mezzanine framing near grid C lAaJUSfMenf raCtOrS.a CD = 1.00 Load Duration Factor CM = 1.00 Wet Service Factor Ct = 1.00 Temperature Factor CL = 1.00 Beam Stability Factor CF = 1.00 Size Factor CV = 0.97 Volume Factor Cfu = 1.00 Flat Use Factor Cr = 1.00 Repetitive Member Factor Cf = 1.00 Form Factor CP = 1.00 Column Stability Factor CH= 1.00 Shear Stress Factor Cb = 1.00 Bearing Area Factor Total Load wTL = M (for simple span) V (for simple span) = 1470 plf 41334*00 Ft -alb 8267.00 lb&,-1 Section - Properties: Fbx (psi) = 2000 Fv (psi) = 165 Fc I (psi) = 650 E (psi) = 1600000 A (inA2) = 115*3 S ('Ib nA3)--- 432o4 I (inA4) = 4865 b (in) = 5n125 L (ft) = 15 wDL (plf) wLL (plf) _ MC L/01--= 160 ESir2ze 51/8x221/2 ade Glulamecies DF/DF Bending F'b = F'bx = Fbx(CD)(CM)(Ct)(CV or CL)(CF)(Cr) - 1940-WOO psi Req'd S = M / F'b = 255.67 in^3 Actual stress: fb = M / S = 1147.10 psi Allowable stress: F'b = Fb(CD)(CM)(Ct)(CV or CL)(CF)(Cr) = 1940.00 psi Shear Deflection Actual stress: N =1.5 V / A = 107.55 psi Allowable stress: F'v = Fv(CD)(CM)(Ct)(CH) = 165.00 psi E I = E(CM)(Ct) = 1600000 psi LL delta = (5wLL*LA4)/384*El*l = 0.00 in. Allow. LL delta = L = 0.75 in. LL delta O.K. Bending O.K. Shear O.K. 240 TL delta = (5wTL*LA4)/384*E Allow TL delta = L OMMOOMM"M 180 .� 0,.22 in. �- 1.00 in. ft TL delta O.K. Bearing Evaluation of bearing stresses requires knowledge of the support conditions. Without such information, the minimum bearing length will be determined. F'c L= FCI(CM)(Ct)(Cb) = Required A = V / Pc I ONNNN� Required lb = A / b 650.00 psi 12.72 inA2 2,.48 in. ''5 rt R of 14 1 ti jv�,- —lowr 6y. � . e" r -� , �OLO� .00, • # t .r Trane nditioning Economics ]By: C . D . S. MARKETING 4 k ,Ne T R A C E 6 0 o by C.D.S. MARKETING A N A L Y S 1 S CITY of EDMONDS PUBLIC SAFETY COMPLEX EDMONDS MERR I T PARD I I PETER ARTHURS ON Weather File Code: Location: Latitude: Longitude: Time Zone Elevation: Barometric Pressure: Summer Cleanness Number: Winter Clearness Number: Summer Design Dry Bulb Summer design Wet Bulb: Winter Design Dry Bulb: Summer Ground Reflectance: Winter Ground Reflectance: Air Density: Air Specific Heat: Density -Specific Heat Prod Latent Heat Factor: Enthalpy Factor: S EATTLE . SEATTLE, WAS IN TON 4 7 . (deg) 122.0 (deg) IN I.. 29.5 0.95 8.95 8 7 4 0.28 8.20 0.0749 .444 W& ,.9 4.4953 A (Lbm/cuft) (Btu/].bm/F) (Btu-min./hr/cuft/F) (Btu-min./hr/cuft) (Lb-min./hr/cuft) Design Simulation eriod: March To October System Simulation Period: January To December Cooling Load Methodology: TETD/Time Averaging Time/Date Program was Run; Dataset Name: 9 : 8 : 8 ,11/24 97 EDMDNDS .TM r is [ y A Trane A�:.r Conditioning Economics Byt `O. D. S . MARKETING a♦ 4 . f M+ A.t 600 PAGE 2 SYSTEM CHECKSUMS System 1 Block SFPTAV SERIES FAN POWERED VAV COOLING COIL PEAS LG SPACE PEAK � �� HEATING COIL PEAS{ **** Peaked at Time == o/Hr: 7 14 * Mo/Hr : 7/ 17 Mo/H ` # 13 1 Outside Air = OADB WB HR: 81 68/ 81.6 OADB: 80 OA B: 24 Space Ret # Air Ret , Air Net Percnt Space Pe cnt * Space Peak Coil Peak Pe 'ent Sep'] . +Lat . Sensible Latent Total Of Tot Sensible Of Tat * Space Seas Tot Sens Of Tot Envelope Loads (Btuh) (Btuh Btuh) (Bt h) (Btuh) M * Btu (Btuh) (%;) Skylite Solr Skyl i t e Oond Roof Oond 0 0 20,782 0 0 0 0 0 2.r782 0.00 0.00 1..06 0 0 4,t384 0.00 0.00 2.69 * 0 -22, 644 0 -22,644 0.00 0.0 8.84 Glass Solar Glass Cond 27,v752 4,r370 0 0 27, 752 4,p370 10.55 1.66 * 37, 784 30,482 23.17 2.14 * 0 -33 t 048 0 -33 , 048 0.00 12 .46 Wall Oond Partition Exposed Floor Infiltration 61749 963 0 9, 744 0 6j,749 963 ,/ 9j,744 2.57 0.37 0.00 3.70 61 268 10095 0 31050 3 .84 0.67 0.00 1.87 * -91 1 -1.04'70 -290 i 7, 34 -- , 881 -11 470 -290 -2 , 48 3.72 0.5 0.11 10 - 31 Sub Tatal.= 2,359 0 S21359 19.90 56j0 3 34■37 -94,67' -94e677 35.69 Internal. Loads � Lights People Misc Sub Total-- Ceiling Load Outside Air 38,328 86t2 0 4 1,212 135,790 0 0 0 0 0 0 0 0 0 ..+ 38432B 56.1250 41j212 1350790 0 60,779 14.57 21.38 15.67 51.61 0.00 23.10 * * 38,328 270500 41,212 1 7 t 0 4 0 0 0 23.50 16.86 25.27 65.63 0•07/ 0.00 * *' * 0 0 0 0 0 0 0 0 0 0 0 -1.' 0, ' 8 0.00 7/i00 0.00 0000 0♦00 64.31 Sup. Fan Heat Ret . Fan Heat Duct Heat Pkup OV/U DR Sizing Exhaust Heat Terminal Bypass 0 8 ,p903 0 -2,788 A./ 0 0 11,036 S, 903 0 0 -2,78 0 4.20 2.24 0.00 0.00 -1.C6 _ 0• V 0 * 0 0.00 0.00 0.00 0■00 0.00 0.00 *` * 0 0 0 ,/ 0 V 0 0.00 0.00 0.00 0.00 0.00 0.00 Grand Total==> 188 # 149 3,118 V 26 r 083 100.0 * 163, 103 1.00.00 -94, 7 -265,255 100.00 #! i i i W f •i Yi . E . . . i i if ! ---COOLING --CO LI COIL SELECTIONi - - - � - � - � �- -.0 -W14 i i i . # i ma i m "h' - _ 'w 0 ft - - - Total Capacity Seas Cap. Coil Air l Entering DB /HR Leaving DB/WB/HR (Tons) (Mbh) ( cfm) Deg F Deg F Grains Deg F Deg F Grains Main Clg 21.9 263.1 191.5 7,r 760 78.2 65.0 72.6 55.7 53 .7 59.4 Aux Olg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0 * 0 0.0 0.0 0.0 0.0 Totals 21.9 263.1 -§*m,o.._... .ft_§__HE iTIHO COIL SELECTION ------------- Capacity Coil Ai rfl Ent Lvg (M.h) (cfm) Deg F Deg F Main Htg -268.3 12, 930 58.0 76.7 Aux Htg 0.0 0 0.0 0.0 Preheat - 11.7.6 30375 24.0 55.7 Reheat - 9 .4 61465 57.0 70.0 Humidif 0.0 0 0.0 0.0 Opt Vent 0.0 0 0.0 0.0 Total -38 . - ! l i - - -AIRFLOWS c ) - - - - - .,. - - Tye Cooling Heating 'Tent 31375 31378 Infil 541 541 Supply 81246 12,930 Mincfm 6, 46 5 6, 468 Return 8jr787 71006 Exhaust 3j916 31 916 Rm Exh 0 0 Auxil 0 0 * i4F*.. &--f-ii----A,R AS ---i-----ii-- Gr ss Total Glass (s � Floor 10, 480 Part 98 ExFlr 9 Roof 10,480 0 0 Wall 4,177 1,138 27 —ENGINEERING CHECKS- lg V • Olg fm/Sgt 0.7 Gl g O f /Ton 376.14 Olg Sq t/Ton 476.66 lg Bth4r 2 • 18 No. People 12 Htg ?k OA 26.1. Htg OmSgFt 1.24 Htg BtuhSFt -36.6 - -TEMPERATURES F - Type Clg Htg SADB 57.0 76.7 Plenum 78.0 70,0 Return 75.6 70.0 Ret/OA ,78• 6.0 Runarnd 75.0 70.0 Fri MtrTD 0.3 0.3 Fn BldTD 0.2 0. Fn Fact 0.7 0.7 R f * T ` ne Air Conditioning Economics By: # C D. S. MARKETING 44U 2 i 1 , SYSTEM CHECKSUMS System 2 Block SFPVAV SERIES FAN POWERED VAST V 600 PAGE K, COOLING COIL PEAK ****************************** CLG SPACE PEAK ********** HEATING COIL PEAK ***** Pealed at Time == MH` : 7 /14 Mo/Hr : 8 / 1.0 MO/H : 13 / 1 Outside Air OADB/WB/HR: 81/ 68/ 81#6 DADB: 71 GADB: 24 * * Space Ret. Air Ret. Air Net Per nt Space P ront * Space Peal Coil Peak P r nt Seas . +Lat . Sensible Latent Total Of Tot * Sensible Of Tot * Space Sens Tot Sens Of Tot Enve lope Loads (Btuh) (Btuh) (Btuh) Btuh) M ) Btuh) M * Btuh) (Btuh) M Skylite Slr 0 0 0 0.00 0 0.00 0 0 0.00 S ylite Cond 0 0 0 0.00 * 0 0*00 0 0 0.00 Roof Cond 0 0 0 0.00 * 0 0.00 0 0 0.00 Glass Solar 6,f768 0 61768 3.83 * 36, 224 36.74 0 0 0.00 Glass Cond I, 083 0 1.f083 0.61 * -626 -0.6 '* -80189 --8, 189 4.24 Wall Cond 3#879 1.,893 50,771 3.26 * 3,065 3.11 -6061 -9,286 4,81 Partition -811 --811 -0.46 * -966 -0.8 --, 789 -2, 789 1.44 Exposed Floor 0 0 0.00 0 0.00 * -. 11 -9, 184 4.76 Infiltration 7.t114 7, 114 4.02 * �l, 647 -1. 67 * -20, 106 -20,106 10.41 Sub Total==> 18 s 033 10,893 19,926 11.27 * 36, 049 36.56 -46, 529 -49, 554 25.66 Internal Loads Lights 30,166 0 30,166 17.06 * 80 , 1 0 *0 * 0 0 0.00 People 300,180 30,180 17.07 * 13# 600 13.79 0 0 0.000 iso 18,216 0 0 18,216 10.30 * 180,216 18.48 * 0 0 0.00 Sub T t l== 78,562 0 0 78,562 44.43 61,982 62.87 0 0 0.00 Ceiling Load 43 --432 0 0.00 * 560 0.57 * -661 0 0.00 Outside Air 0 0 0 51., 292 29.01. * 0 0.00 * 0 --144, 034 74.59 Sup. Fan Heat 60,723 3.80 * 0.00 * 0 0.00 Ret. Fan Heat 31645 3 , 64 5 2.06 0.00 * 0 0.00 Dint Heat Plup 0 0 0 * 0 0 * 0.00 * 0 0.00 OAT/CDR Sizing 191? 388 190388 10.96 * 0 0.00 0 0 0.00 Exhaust Heat -2, 7 2 0 -2,r 702 -I . S3 * 0.00 * 492 -0.25 Terminal Bypass 0 0 0 -0.00 * 0.00 * 0 0.00 Grand Total==> 116,414 2, 404 0 176,833 100.00 98j,591 100.00 * -47, 191 -193 r 0 6 100.00 - - - ----COOLING r w- -C OLG COIL SELECTION ------------------------------------- Total Capacity Seas Cap. Coil. Airfl Entering DBB/R Leaving DB/WBHR ( Tons) (Mbh) Mbh) (o fm) Deg F Deg F Grains Deg F Deg F Grains Main Clg 14sI 176.8 124.8 4j727 79.2 65.9 75.5 55.3 53.6 59• Aux Clg 0.0 0.0 Oro 0 0.0 0.0 0.0 0.0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0'1,0 0.0 Totals 14.7 176.8 ------------HEATING COIL SELECTION ------------- Capacity Coil Air l Ent L g (Mbh) ( fm) Deg F Deg Main Htg -191.2 9,328 55.9 74#6 Aux Htg 0.0 0 0.0 0.0 Preheat -99.2 24r8 7 9 24.0 55.3 Reheat - 6 9.0 4,727 56.6 70.0 Midif 0.0 0 0.0 0.0 Opt Vent 0.0 0 0.0 0.0 Total. -290.4 -------- AIRFLOWS ( fm) �_-0_� .& d-h-- Type Cooling Heating Vent 2,879 20,858 Infil 398 398 Supply 4,81 9,276 Minofm 4,f 727 4,r727 Return 5, 29 5, 125 Exhaust 3,277 3 ,w 256 Rm Exh 0 0 Auxil 0 0 -------------- Gross 'Total Glass f ) Floor 90368 Part 716 ExFlr 314 Roof 0 0 Wall. 20669 282 11 -ENGINEERING CHECKS- Clg C lg ° OA 5960 Clg Cfm Sgft 0.52 Clg Cfm/Ton 331.21 Clg Scft/'Ton 635.72 Clg Btuh Sgft 18.88 o. People 54 Htg OA 30.8 Htg Cfm/SgFt 0199 Htg Btuh/Sg t - 1,00 - -TEMPERATURES F --- Type Cl.g Htg SADB 56.6 74.6 Plenum 75.2 69.7 Return 7.8 69. Ret/CAA 79.2 42.1 Rurn a x d 7 5.2 69.7 Fn MtrTD 0.3 0. Fn BldTD 0.2 0#2 Fn Fr1t 0.7 0. Trane Air Cc nditioning Economics 7 By: C # D . S # NlAR KEG` I HC SYSTEM CHECKSUMS System V 600 ARU ow-3 PACE Block SF'PVAV - SERIES FAN POWERED VAV N COOLING COIL PEAK CLC SPACE PEAK HEATING COIL PEAK ** * Peaked at Time = Mo Hr: 8 15 Mo H : 1. * Mo HrF : 13 1 Outside Air OADBWBHR: 0 67 0. * CADB t 81. CAB: 24 Space Ret . Air Ret . Air Net Percnt Space Percnt Space Peak Coil. Peak Pert nt Seas . +Lat . Sensible Latent Total Of Tot * Sensible Of Tot SpaceSens Tot Seas Of Tot Envelope Loads B uh) B uh Btuh (B uh) (Btuh) (%) (Btuh) (Btuh Sylite SoIr 0 0 0 0.00 * 0 0.00 0 0 0.00 Wylie Cord 0 0 0 0.00 0 0.00 0 0 0.00 Roof Cond 10,021 2,r382 30,403 3.36 * 1,r356 2.04 - , 418 -6..331 5.94 Glass Solar 19, 9 0 6 0 19.f906 19. 6 20,1650 31.04 0 0 0.00 Glass Cond I, 54 0 11254 1.24 * 1, 605 2.41. -1 , 139 -12 or 139 11.38 Wall Cond 34r86 940 4, S 6 4.47 41211 6.33 *-5, 374 -61000 5.63 Partition 0 0 0.00 0 0.00 0 0 0.00- Exposed Floor 0 0 0.00 0 0#00 -6,472 -60,472 6.07 Infiltration 3, 721 3, 721. 3.68 11597 2.40 -11, V6 -11,406 10.69 Sub Total== 9, 488 31322 32,810 32.41 29, 41.9 44.22 -37, 809 --4 1 348 39.70 Internal al Loads Lights 15, 098 0 15j,098 14.91 15,098 22.70 0 0 0.00 People 16,680 16,650 16.45 8,140 12.4 0 0 0.00 Misc 1.2.f986 0 .R 12,986 12.88 12,986 19.52 0 0 0.0 Sub Total==> 44.f734 V 0 440734 44.19 * 36j,224 54.45 0 0 0400 Ceiling Load 492 - 4 9 2 0 0.00 879 1.32 -77 ./ 0 0.00 Outside Air 0 0 0 21.0307 21.05 * 0 0.00 0 -65, 316 61,o24 Sup. Fars Heat 31436 .39 *' 0.00 0 0.00 Ret f Fan Heat 0 0 0.00 0.00 * V 0.00 Duct Heat Pup V 0 0.00 0.00 0 0.00 CV UNDR Sizing 0 0 0.00 0 0.00 * 0 0 0.00 Exhaust Heat .01, 057 0 �1, 057 -1. 04 0.00 14f008 -0.94 Terminal Bypass 0 0 V -0.00 0.00 0 0.00 Grand Total== 74j,714 1,p773 0 101,230 100.00 * 660,52 100.00 * -38, 78 -106, 6 6 100.00 --COOLING COIL SELECTION --- Total Capacity Sens Cap. Coil Airl Entering DB WB HR Leaving B WB HR (Tons) {Mbh) ( h) ofm) Deg F Deg F Grains Deg F Deg F Grains Main Clg 8.4 101..2 76.0 3, 222 77.4 64.5 71.4 56.0 54.0 60.0 Aux Clq 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 010 0.0 Totals 8.4 1.01..2 -.�..--------HEATING COIL SELECTION--- Capae i Coil Ai f l Ent L g (Mbh) ((of ) Deg F Deg F Main Htg -1.03.9 5j,400 59.0 76.5 Aux Htg 0.0 0 0.0 0.0 Preheat - 4 5.5 10292 24.oO 56.0 Reheat -38.6 20700 57.0 70.0 Hu midi f 0.0 0 0.0 0.0 Opt Vent 0.0 0 0.0 0.0 Total -149.4 �-_--- --_AIRFLOWS ofm _,...., Type Cooling Heating Vent 10,292 11292 Infil 26 226 Supply 30363 50400 Minofm 2,r 700 21700 Return 3, 5 8 9 21926 Exhaust 1,r518 1, 1 Rm Exh 0 0 Auxil 0 0 --------------AREAS --#w-it----i--AREA -------------- Gross Total Glass (sf) M Floor 3,907 Part ExFlr 201 Roof 40 1.03 0 0 Wall 21007 418 21 --ENGINEERING CHECKS— Clg CA 38#4 Clg Cfm f t 0.86 Clg Cfm/Ton 398.69 Clg Sft/Ton 463.14 Clg Btuhgft 25.91 No. People 3 Htg t OA 23.9 Htg Cfm S Ft 1.38 Htg Bt S Ft -38. 3 - -TEMPERATURES --- Type Clg Ht DB 57.0 76.5 Plenum 7566 69.0 Return 75.6 69.4 FetCA 77.4 47.7 Runsrnd 75,6 69.4 Fn Nit TD 0.2 0. Fn BldTD 0.2 0.3 Fri Frict 0.5 0.5 ' y Trane Air C n itio ping Economics By: I C. D.. MARKETING U -4 v 600 PAGE 5 SYSTEM CHECKSUMS Systern 4 Peak SZ -- SINGLE ZONE SYSTEM r COOLING COIL PEAK CLG SPACE PEAS , HEATING COIL PEAK Peaked at Time M Hr: 7 14 '* M Hr: 9 10 M Hr : 1.3 1 Outside Air OAD 1/ 68/ 8ADB • 68 O Ii • 24 Space R t . Air Rct . Air Net P rcnt Space'. Pcrcnt Space Peak Coil Peak P rcnt Sens . +Lat * Sensible Latent Total Of Tot Sensible Of Tot Space Sens Tot Sens Of Tot Envelope Loads Btuh) Btuh Btuh Btuh C * (Btuh) Ck) Btuh) (Btuh) 0 Skylite S l r" 0 0 0 0.00 0 0*00 0 0 0600 S}ylitc Conti 0 V 0 0.00 0 0.00 0 0 0.00 Roof Conti 25 537 562 0.26 25 0.02 - 24 -, 52 1.58 Glass Solar 10J,800 ..+ 10j, 00 4.99 63,rOOO.7 * 4+ 0 0.00 Glass C nd lj728 0 1, 7 0.80 * -11, -1. 3 -1.3 , -13,068 3.79 Wall Conch 3,357 513 3j,870 1.19 9 779 0.58 -3 , 9 3 -4, 493 1.30 Partition 0 0 0.00 0 0.00 0 0 0.00 Exposed Floor 0 ..! 0.00 0 0.00 -, 9 --21 Infiltration 2, 592 2 , 592 1.2o -1, 534 -1. 1 *` -11, 19 -110,19 3.24 Bub Total== 1, 5 3 1,0050 1.9, 553 9.04 , 4 44.30 31, 3 0 7 -370108 10.75 Internal Loads ' Lights 10,205 0 10,205 4.72 * 1 # 205 7,57 . 00 People 126t9OO 12 , 9 5 .68 62,rO4O 46.03 0 0 0.00 misc 2,f218, 1 1.03 2j218 1.65 Sub Total-- 139,323 0 0 1390323 54.42 74,463 55.24 0 0 04.00 Ceiling Load- 10 -106 0 0.00 " 1 - r 3 0 0.00 Outside Air 0 0 0 53,t731 24.85 * 0 0.00 0 -- 3 , 47 7 . 3 Sup. Fars Heat 4, 33 2.02 0.00 0 01.00 Rot. Fan Heat 0 V 0*00 0.00• Duct Heat Pup 0 0 0.00 0.00 0 0.0 0 v U DR Sizing 4 4 0.00 4 0.00 -80,018 -800,018 23.18 Exhaust Heat - 717 0 -717 - « 33 0.00 4 , 032 --1.17 Terminal Bypass V 0 0 0.00 0.00 * 0 0.0 Grand Total=-> 157f936 227 0 216p257100.00 134t790 100.00 *' -111, 91 -345,140 100.00 w s w s r r f w w w ------COOLING COIL Total Capacity Seas Cap. Coil Air l Entering DB WB HR Leaving DB WB HR Gross Total Glass (Tons) Mb Mbh) m) Deg F Deg F Grains Deg F Deg F Grains Floor 21510 Main Clg 18.0 1. . 3 129.1 61r135 79.9 66.9 79.9 54.4 53.5 60.8 Pant Aux Clg 0.0 0. E Flr 9 Opt vent 0.0 0.0 0.0 Roof 30510 Totals 1B.0 216.3 Wall 1.,57' 45 ------- HEATING COIL SELECTION ------- Capacity Coil Aa. ` l Ent L rg Mbh) m Leg F Deg F Main Htg -263.9 61135 47.4 86.6 Aux Htg 0.0 0 0.0 0.0 Preheat -1 7.9 5,135 35.4 54. Reheat 0.40 0 0.0 0.0 Opt Vent 0-00 0 0.0 0.0 Total -.9 �___--__AIRFLOWS m)-------- Typo Cooling Heating Vent 41591 41591. In it 222 222 supply 6,135 6,9135 inc Return 60357 61? 357 Exhaust 4jr812 41812 Rm Exh 0 Aux 1 l --ENGINEERING CHECKS— Clg OA 74.3 Clg C m/Sgft 2.44 Clg C m/T n 340.43 Clg St/Ton 139.23 Clg Btuh/Sqft 86.16 N. People 22 H t OA 4 A Htg m S F't _ . 4 4 Htg BtuhSF't - 1.05.1.E —TEMPERATURES TENTPERATURE S (F)--- Type Clg Htg SADB 551.0 86.6 Plenum 75.1 69.2 Return 75.1 69.2 RstOA 79.9 35*4 Runar d 75.0 70.0 Fn Mt rTL 0.2 Fn B 1 TD 0.1 0.1 Fn Fri t 0.4 0.4 +Dec� 4- 7 06: IOP ConsConsU Tot eS i gn Inc 4 206 778 8769 P 10 CONSU,-- JNGINC. 19203 - 36" Ave. W.,,, Suite 213 Lynnwood, WA 98036 I Date: 12,*,2-97 TO*0 Lasse Jaakofa Mer— -.0 -ritt + Pardint"10 Phone: Fax: (2q6) 622-w9462 Number of pbges including Cover: 29 Message,, Energy Cody forms attached. Please call if any questions or comments. V VJfJJ Consulting Design Inc. Project No.: 96060 MCCHAIWpAL ENa1NEBR0 TeL (425) 6714071 Fax (425) 7784769 Project Name: Edmonds PSB Complex Re: Ecode forms If you do not recefve all pages as indicated, please call 425-672-m10711 a 12/04/97 17:15 TX/RX NO s 6676 PO I 1 P.O1 the Co Decision FlowchartUsa INS flowchart to determine how e requ+rtnrer�to-od mptax Syst�rrti� option�Pp�t to the projeck, Rotor to the indicated Cade sIKOrns f0f rrtore r.OmpIAte !n'lormatiarl on the tegvirert+srits. Star! Herr Stellov CQvipment Ped. 1 0 1 M eel T abler 14-1 Ibiough 14' R Field. yes C'sudri I of Ammbled > , --Iwj T6103 O- rtd Ent '� + Air t #. �s ,�' aplt, or !� � ` "� � react )l 1 Weser API in rr st r1 S rin " �p ' o fl ENirc 100 0"o BIu ' n �q r Mt No (Continueti o b; 12/04/97 170030 /RX NO* 6677 19 Dei-z.--04-97 06: 10P Consul"ting Design Inc. 4 1 )sbinot.an.State Nonresidential .fin 206..1776 8769 r: P.02 Pro)'ect Descri}��ian Compliance Option New Building Addition EJ Alteration Prescriptive E] Component Performance (See incision Rawchart (over) for qualifications) Envelope Reqi ts (enter values as nppt(cal tay heatewcooledSAINce Minimum Insulation R-values Roofs Over Attic—� All Other Roofs R� 2 a t* W8113. Below Grade Atolls R-m Floors Over Uncondilloftd Space Sr -Grade R� 1 Radiant Floors Maximum tom Opaque 0r Vertical Glazing 01.600 Overhe.ad Glaring Maximum SHG C SC) verficaYoverhead G?8Z Oig 0.0650 SM49 hj&ftted SPL49 Minimum Insulation Roofs Over Semi -Heated Spaces* _' *Refer t Section for gnat"f patio and r c� it m t Notes: 12/04/97 EJ change of Use [,] ENVSTQ �] systems Analysts opaque c+ratelmr wall R#4U1r*"W10 Insulation on Interior * maximum -factor Is .1 Insulation on extedor or integral - maximum U# aclr Is 0.25 if project qualiflas for ConcMe/Masanfy 0010n., 11 t well$ with HC tu2#'F below (other walls must meet Opaque v 11 roqit rx t . We descrio0ons and values from Table 20-5b in the Code. W011 D"Cription (Including insulation Rovalue poisiflon) u4actar 0 17:15 T%/Ra NO i 6676 0 L U+e c -- 0 4 -- 9 7 O 6 : 1,1 P Con:SLAltinq DeSign I n C � ... 79 9j6.,_,a3h"naton State Nonresidential Er 1 20.6 778 8769 GQrtance .Farm ,v R. p Z��C3 n F, AM# I M Decision Flowchart Use this flowchart to detertn(rte If project qualifies for the optional Ptesc.dptiv8 Optlon. for Preacrlpdve flptlan it note eEther the Component Performance or Systems Anaiysls Options must be used. M02 Space Host Tom: Ftir V* purpota of da%rrNr:ng building orwelaps Mctft Ketuwwe* Sp ho w SyStWft rhk:h Mit" C r 1st rcqLiramenta. &m fb# 1%0ftWo eat to oornprtss all "ex: - •' � OMM"" ry h84W9"WM 1M*J&n9 be , Mseftt a Other: AN c4her spry thvv*qry sy Wns including cat, WW fuel,, oil, and fob abr urfr wrtors the h" vadtio r"(ctvvDs heat podty act 1. Dp#Mne space t*SUAQ Systems ON MOSS ystoms 4tod Ih the oxc4pdon to Wme of tho Qm' s coWor*d Pow ww• Excap0m Hem poVs wW Malstams. Nontl ■ sd at right) i ulna alowe r ►I U'w" tefift in vWSWOair YbWm td" �-A I ,. 4,r ro •' vUlm" RID low vdl ll rb*00Wr0F /Y1 ro* R21 Amavwvwxi� 1 Rio TW ort fl oom 410 • 1 MWMV a ad\krt c AmeT M W1 90 I , 1.00 60 . 0.65 �A SO 45 I y ` J .•� ow 1 chbmai 10� i � f t f Haw � \V�.z A[ i ' y"'# an I i#: 1W? 'rs � � a 04 . , ;!�, I . I :.�(VOIS ro U019 vwdls tow w $7' :� .' � FbCfto�WOMCZ FM 421 0=0a y` 9 a` r,r •� D i ..ft Own hw fiMH ti COH Ana*2 U U ac 0. 90 1.450 } +t * • Y ZVA (160 1.30 466 0 0 r .• �� , YM � < % Ae no i i t r rt r ■ ok concret4q/Mafm 01!tion* Wall Heat Capacity (HC) Assembly Description Assy.7ag HC'* Area (60 HC x Area TolSts Area weighted HQ divide total of (HC x area) by Tcrtal Area i 12/04/97 17:15 Tx/ NO 6 .6676 area welohted heat caity HCof the total abova grade wah is a minimum of 9.00 the COOCMt Masonry option may be used. ..'or framed walls, assmo HCul.0 unless leWtins are prvW: for all that walft, us* Secdon 20094P ■ T Dec-04--97 06m: Consulg Design ln� 206 778 8P 04 . i k s' { 1994 Wetht 1 tan Stab! Energy I orrWNancm Fortni Project Addras3 jecishancinPub i. safoty ccmviox, Aryara tus say Date 11/25/97 The k4lowing Iriforrnation Its nemessary to Cheek a building permit application for compliance with the buildMg envelope requirements fn the WashingWashinglan State NonresideMlal Energy Code. Applicability Lodi LtcaHa n- 13ullding � 1 (yes. no, n. .) secAton Component Information Requi"recl on Plans Notes GENERAL REIQUIRE ENT Pig 1301 owl 314) 1301 t cond io ed 1po=s me.niffled an plans #( aged 1302 SptlOo heat type: the r I` W k421e on plans t it msWance heat It nat alkmed r . �► . t 31 . ; Sem4-ha tad Sdrnlr-hdamd SE8a ident ied on it if akwed 1311 ; In3ulatkWi + 1 11.1 Insul.1 s1sllpiie Ind"to denwwos *94 ranc** Yee 1311.2 Root Ic"Ing insul. Indus R-velue on ro& tectlons fir aff �c-i and ear r rA3 ,, 3 Indite cleartnces for Wo lnbutalkm r" o 3 f dlettbps N eavis vWs ste ed: WA3,, Indicate face s i n a md baJr". 3 o m 1311.3 eit Insulationndi t # -Ovate wall s� iR; . Indicate face stopflng of food bit ; rA. Indicate above trade exterior Insulation is protected; M tndi rte fooseq-fiil core Insulation fbr masonry wells as nmeisis: IndIcate feat capscMy of masonry walk rnm ' t1 It used or tf aedif aken in ENVSV, IM • ft � 1.4 +m insulxflon Indite .-Yawe an flw se* 7/ ; Indic4ft sub tontial fact with a a; Indicate suppods "ante than + " .c.# Ind Icte tW Imsoleflon does nol block "ow t r u foundation vent& 6 1311.5 Slat�.an- de floor Indicate R-value on w I n or f r. tfld all; rA2. Indicate slab Insulation extends down vertically "fmm top. rAl . IndicateAbove rode ex1 lor insulates is rottcw rA3. 3 •16 13 11.8 Radiant fkxr t dicMe R-Yalue on won section or f ir d lion dMail, it icffia Mob InsulMlon extends down ver0cally 30" from tine top, Indicate ego onaft exterior insulation is rot"ed, Indicate insulation afto under tnike slab wherte 'd. Off 1312 Glazing vAd doors Provide catculailon of glazing are (includimg both vertical a rcrt d ova aUn.m*nf fo2a we area 6 1312.1 i. AWors lrsdfe qlazingand dow U-factors on 01azing and door irAS, sth6d* (provhMare-lied cokulMms as cegrry; Indic i1 ire t C or delaull. N va are dafsiuft then spetify *me # p o glazing layers. gapwkfth, kovwto T COMIn2sl_gu Ming!, • 1312.2 SHGC & SC IndiuMe glazing solar host gain r efitie rat or shading coeft nt on 1 h seneduW pmid r -welgt d 1313 M0151u comrol yes 1313.1 Vapor WarrftM IrWIcate vapor roWders on worm side A . F lndIW . r t with seams*earns for non -mad strue. yes 1313.3 Won vapor r and r IndieWfo vapor Warder on wall section PA3# 3 's 1313. Ri6r vat retWer lmdieate vapcw teU rdet on flwf tedkm * 1313.5 rawi !per crap. ref. in d1cate CPA mil Nock potyethy1en avef topped1 r an rbund 1314 Air leakage e 1314.1 le# � r el� idiom + eltr , � t kMi ,;nd w ed r rlpp� . Yam 1314.2 Glazingidoor seOng 1r " Wetiler t p*4 x7t5 . . n . It. 1314.3 Assemb. as ducts 1 dftate sealinch csulkinq and gasketing PRESCRIPTIVEICOMPONE14TPERFORMANCE(SeCtlons 1320-23 or 133044) Yam Enve4ope Sum. Pwm com,plefed and a#tach#. Provido cmp neat perrormonon woAshaetoftessatV ProWda.ENVSTDwean 1 caut If netessa Rim It "now is ahoy for any qu*tiara,, provIde a pl nallo n: 12/04/97 17 15 /RX NO 6676 PO4. r 4i::-0-97 6 :I'll cotisulting 0 e4s%o i gn 206 778 6769 P .6 05 • Envelope *General Requirements 1311 InsulsOon 311A Installatitm equtr a : All InsuW1on rfeterlds shall be tnstailed a ocord ro to the m ao ufac turer's instrucions 10 aches proper d ens ft am, tm in taro el earanca, a rd m ain taln unifocm R#vies. T o the maA = m eat pass ib ,. Ins alkn shaI eAe rd over the uI comi t area to the Irtended -value. 311 *2 R aaf/C # I I Ing I rm u do : 0 p r - bI cwn or poured I oo se-fi if Insulal on may be us ed In aft spaces where the sbpe of the cail ing is nat mre then 3112 and there 4s at least thirty Inches of der clsWce from the top of We bottom ch r t of the Ituss cr ed hng jdst to the urderside of the sheering at Ov roof rIdge. When eam wry Met ellerL baftI ng ot the vwt a Ing s s ill b e proMed so as to duct the Incoming air Oom the suftce of the ut ter, Where lighting foctures are recessed into a auspartdacf or ex4med 9rkJ aesN rg, the rndlcesling assembly ahad be 4reuWed In a Iccntlan other than directty on he svSpended ceElirtg. Ei: Type IC ram messed fighOg f1rs. Inhere insta Nd in wMd fr" h, hoed ba tt I ns utAIon eW be fme spw. 131193 W all I tm u lid To : E)derior Ymll c OWIO isolated during I ra rring shall be My InsUated to the eh of the awmurding wdis, Whm l s tdIed in wood f mn ing, faced Ottinsuktion shut to face stapled. Awe g rode e4erior i ne u 1*1 on shad be prote cted. 1 f. r In eu ttoa: FWrinsUation shall be Instaled Ina wrronent rarner in sub tar i l oonlacg Wth the isurfacebeing instated. I re uWion a upp(xts s haM be tr hired w s pacing I s no mom tho n twenty four Inches on ceder. lvistvMed InsulaDon Oiall not Uccle the airy through fiDurrdaRn its. Oft-6 Slab -On rade floor., Slab-ori de Insulalon instalW Inside the foundfoundEtIon welt shalt mt"d d mnv rd from the top of the sib mine distance of twenty*wr ineh s or to the top d the fling, wtiohevw is l en, In d ri (ra W d outSjda the four4atkm shall Mend dcwrw ard a ni Nm m of tm*- ftu r Inches or to th o f rmt1ki a wticheow Is tl . Abm grade InsuhHon shall be proteded. E=optlono, For mondlihn slats, the i s la0m s 84 Odnd domvmrd frcm theo top of the ,slab to the battotn of the todi g. 1 CA Rsdhont Floom (ors or below grade),: S1ab*-omgr%b1nsu1sUcn shall extend d my rd from the top d the sW a minhtim dislance o the -six Inch" or doNnward to the tap of the footing and harizarAel for an aggregate of nri less than thirt y-.. sb inks. ff required by the bolding eicial Mere soil coiftons Yrrant such i re J elon, the e rM re area ? a rod Imt r shah be be rm al g i sotctd frown the soil. Whete a soil gas control system is praMed bow the radlaht floor, wNch resutts In increased c nvectie lbw e1 oN the radiant noor, e radiant floor stvall be thermalty mooted from lhesub-flacr gravel "r. 1312 GlazIngand Doors 1312A St nd rd Procadum fbr NtermInation ofGhzingand Door UaF a cto m,14, U-f Mora for gj azIng and ors s he 0 be determined, cep ++ and died acrdanoe Wth Standard S- 1 by a c ttifl d indep end e t mg en cy I loem Od by ih e N all on d Fenestrot on Re tin g C a un6# (NFRC). Cor plimm shdi be towd on nodal Size AA or BB., Product samples umed ft-tactor dejerniratims sh i be production line units or r re entati s of uNts 92 purchased by the o sum r or contractor. 12/04/97 Untab ded glaairg and dvOrs %h*l b8 ass i9 the defdi4 Wactor in Section 2M., 1312,2 Sofar Host 02#n CtOfiitiant end 0h4dt" Co offfe (9rtt; Sort Heat Gain Co4fMent (SHOCt ahaN be determined,, aefiffled end labeled in accordance wits► the National Fene�strettori aaf rig Coundl (NFRO Siarderd by acedirted, indepancierrl agency, licensed by the SRC. xcptt rt: Sharing cadfaerita SC shy be tobte Oernate for =iwce Wth solar hoA gain coeftient requVements. Shoding coefficientsfor glazhg shall be err� Chapter 27 of SUmdard RS-27 or fry the manufadurees test data, 13 13 Moistun Control 1913.1 vapor Retarders: Vapor retarders shffi be MstdW on thawarm side din WAn#d'; of insulata't a9 nquired by this section. Excoption: Vapor retarcbrinslafled wtthnot moreth an i13ofthe nominal R-vah* bd"en It and Jhe brnditbned %pam 1313,2 RootlCeffinp Assambiler. Roaticelling assemblies where the *nli1atian tp xe abov:1he inSubion Is Itiss than an awage of two" Inches shal # be proMded with a vwvt m1ardet. Rad+tdfing assembllea withwt e vented Amoco, where no3thpx tt* hv# deck nor the roof s#nrcEure are made of wvaie shall provide acortirwom vaporrdaRier with taped semis. xCPt : Val retarders nnot be proMed afire sl of the Iris U stlo n Is kistaRed betwem the rod rr ffbrw a ard the tVuctural w'eck 1313.3 Waft Walls seOrang conddkxMd sfmm urwWRIOned a peon shd 1 bo proM e d wfth a for rmrd r. 1313*4 F looror., Floom s paraft candirmbd SOM front uncordffloned space shall bo pr ided wfth a vapor order. 1313o5 Cr&wt Spscos; A Vatnd cower of s#x mCt (0.008 Inch thk*) black pvtyettjylene or apprvod equoE Stall be raid dwar the gd w4ihin Crerv4 spices. Theground now shO tseow9rLepped fwmtvg Inches mlnlmum d the Idnta ane Shad extend to the routtm *at. E=eptlon: The ground cover may be orriiftd in crmM sPeaer If the txtawl space has a oonertft slab'fbcr wAh ik atfnimtim NftesS of Wee and omhaff ltChft 1314 Air Leacago 1314.1 tt(Ong Etwelopel, The requimeffieis cf thfs sectehaif Wpfy io btj Iding 0des separgirg condbonedfrom unewdlitmd spaces. er ior Joins armed v dand dom f r nm, open1nos belween WoRs erd foundaUon, barn waffs md roef amd waff panels;apen(ngs id er*ttis of utilty wmices thigh tells,, Roots, and rwfs; and a other openings to the bufldng enveWe shall be seated,, caulked* 13141 Otozing and Doors: Doors and operableglsz7ng atpatoling Mimed from umonditiored space shalt be we ethoerstripped. Fixed E ndm 9 shaft be tight Ming wfth glas r tahed by "s W it SWtft Ct cautking #A amrid . aeptl n: Owings thri are required 10 to fie nWistint, 1314.313ultdIng Assemblies Used as Dutts or Iona; BuIlding assemblks vaed as ducts cr plenunw shall be caulked, and gasketed to tin*air ledge. J Dec-0-97 :.2 cans, ng Design Inct 20r-"778 8769 Pa06 Pro ed Info Project Address Edmonda V'Ubl. Complex* AVp^tug Datei - 9 - Aire N For BuildinaDept. Use EdWrioAds , WA 98020 Applicant Name: �� el Applicant Address. 1701 Cwmmoree *e, Tacoma, WA 96402-w3207 ApplicantPhotle. 's JProject Description Bristly describes mechanical system type and %atures. The Apparatus Say heating system Is gas fired radiant heat systfam. @) Simple system 0Cwnptex System 0 Systems Anatysla compliance Option I (SeeDecision Flowchart (ever) for qualifications. Use separate MECH%.SUM for pimple & complex syttgms.) Equipment Schedules I The following information ig requi►ed to be incorporated with the m�e�c�hanicAl egs�ipment scltadutea on the plans. for projacta wftfiout plans, fill in the required inlarmpNon beiaw. Coolinji Eq4tpmie nt Schedule Equip. Ep Stand Name' Model No.' Capar,fty2 8tulh Total OFM OSA CAM or Econo? SEER or EER 1pLy3 Ldcstlgn hobo ��atingEquipmend Schedule Equip. ID Brand Name' Model No.' CapaGi Htulh Total CFM tiSA ci'm or Econo7 input Stuh Output S#uh effclen!U' Fan Equil!went Schedule ON. W M ___�WWWA Equip. I , Model No. CFM P Flow Controls Lccstlon. of Strvice . I 'if available. 2 As tested accordIng to Table -al, -2 or -3. If wired. 4 COR, S , CombusUon Efficiency,, or AFUE, as applicable. i • 1 1 P. _ i 1 Y t - ' A 1 2/04/975 TX/RX NOw6670is FDeC-04-97 06-:12P Cv�nsultirYg Design Inc 206?78 8769 Pa07 Syste Description See Section 1427 for full description of Simple System qualifications, Decision Flowchart d . If Heating/Cooling at Cooling Only, If Heating Only: [� Constant vol? [] Air woted? Packa9ed rya? <54,000 Stuh or 1900 Split system? Econarnkrer included? e�m7 <5000 cfm? <70% outside air? Use thols flqwchart to determine if project lifts for Simple System Option. If not, ewer the Complex System or Systems Analysis Options must be used, I� Fr .�Sydem Type .�ing yAr�r i rring (CW Y HaWng Chly # " + Yes FWerence + 1 Sac 1421 CA •� yes4 r41 Complex Syste S #� ..� }z<A 9W dM? no i • Y cont) "N Included? i Sm 1423 6S)sem ..00 _ _. ... . Y. + .. �. .. Ma"Pall W11 frWWWW Sm 14M I , F 5M V . ;A NN' Refer to MECK-COMP Mechaniwf Complox Systems for mashitance in determining which Complex Systems tequirements are applicable to this project. 12/04/97 17:15 TX/RX NU. of '41h5 ,. • .' i 1,.. •I, ' ' + _ 5 r 'M' Y}rlr • i I•+� h 'y.. i ^_1+■.�1 - 1.;'*tiF ' - '. xJ _ •�•F#I r " • �`, �.. F. �F'�.. `i+�' fl' r ` i •�- r-'Y1 1 r I'lY C, ~� ' i +* �,..r iff , , k � ` - •fir - 1+ . i 6676 POT..' Dec-04-97 06: l.3P Consultirtiq Design Inc 206- 8769 1 s P 46 08 Applicability Code Location BuMmg Depar"ent (Yeso, no, n. . Section lComponent lirrFormation Required on Plans Notes HVAC REQUIREMENTS fSections 1401,4424) 1411 quipm nt p rforman IR 1411.4 P, . t. 09. List heat pumps an scd l* . r . 1411.1 Minimum efficiency Equipment schedule with types capacity, efficiency } 1 H AC Contr I 0 1412.1 m r tur zones I 3ndicatemotions on plans 1412.2 Dendband control IN Indicate 5 degree deadband minimUm . 141263 Hvrnidily ant r 1 ilncft4le humidistal 1 12,4 ut mati setback I n dio t t wmt twithtight setb M acl and 7 di . day types x 1412.4.1 Campers Indicate damper D ion and automatic tonlrols H4. 15 i ! 1412.5 Deal pump control Indicstte rnl=pcocessor on thwmoslat schedule • 1412.6 Combustion t4i . Indicate ul l Ire r at a control i 1412.7 alal' kin Ind"' t alarr ;no features on plans . w 1 h r stat Int fte I scat ffilarm6sttt Interlock on plans .1423 E co nomizets Equipment scheiJ1 1413 4- Air conoml er # 1 1 .1 Operation t lcat 1 +I m abilit on schedule . 1413.2 C ntnol Indicate tral able toevaluateoutside air . 1413.3 Integrat operation Indicate capability for partial cmIin 1414 Ducting systems +rs 1414.1 Duct sealing Intfioat sealing " ry apse ; . a 0 1414.2 Duct insulation IMk�st R-value of Insulation on duct yes 1415.1 Piping in falian indicate -valuef In of ti n on piping # 1424 15eporote air sirs. Indicate seoratat n plans * �► #Mech. Sum. Forril Completed and attwhed. Equipmisnt schedule vvithtypeis, input/output, ardency, cf, hp, =n rn r SERVICE WATER HEALING AND HEATED POOL$ (Sections 14464454) 1 0 W on Servo . ► # 1441 Elec. wAter hnater Indicate -1 Insul6tion under tank 1442 Shut-off con trtks Hosted pools IndlWe automatic shut-off 1450 . 1452 Fool water heaters Indiaste not elmttic resistance 1453 Pool heater conlrols Indite swims and 65 deoree controt OAS 1454 POVI covem Indicate vzw retardant o ver 1454 W9 90+ degrees IndicateRot 2 poc4 oor V no i circled r (Suestion, orovIde extManation: 1 . : Fire St h(m has 24 hauf oper tloo. 0 i 41 12/04/97 17:15 i Dec-04-97 06 goo 13P C nst a I..,-t i ng Des i�n 5 I nc 206 77$ 8769 P.09 Mechanical - General Requirements 102 Oontrols 14 M i T am pera Ju re Contra : Each s sleet shal be prN dad %Oh at 16mt one iampwi ture coftrcl deice. Each zone chat be contmdled by indvidual 1harrncetatic cortrds responding to t xr ure wthln the zone, t o Mnirr rn, tech terof a btf Idin p eta be con %ldam d as s s"r t* ors. D#adb&tvd ConhvfwWhen vsed to contV bath Canal headig eindcMing, zone thtirr sot io rr shalt b@OftpnbM of a deadWnd of at I am t 5 d ag res s F wNin wh1cJi ft su ppl y of hwl rV and oonfing ewrgy to they zone is shtAoff cr reduced to minimum., m, Exceptionx 1. sp ICW t up n Cy. erve 16 Ua age, ter Coda rec iremwft Where daddhend cartroh arenot appMrWle. SuDdirigg cornplorq it.h SaMn 1141. l if in ths pro;xned bui0ding energy analysis, t ding and 000iiri theslid setpalrAs t to the awn* temp r ur between 70 +dam F and 75 degmes F IhMshmp and aseunr d to be con starA throupho& the year. . Tho=stzfe 1hat requr a manual chargeew b&ww haising and cooling modes. 1412.3 HumidityControls: tf a yslerrt Is equipped vAh a means for adding niob hxe, a hum IdW M 6 hal be prod ad. 1412,4 Setbock sad Sftt-mOf; W C 6yligms shall tro dipped vwfth wbm atic 0 onlrals coon bi e d c h ing a reduction of stet yusa thmvgh co*cl s etbKk or equipmert shutda.,vn during periods of nos Of a arnala use of th as paces :e 0 rmd by the is "temY The *Acm atic corgrals shall hwe a m f lmu -fty clock and be onpable c9 being et for even lifferert day types par vie , Xo p#i C 1. Sy5tams s er%Og frsss vvhV,%h require tonnes qmatan at the some twnparisture a kp nt. . Equipnmil whh f1 d den ros d 2 kW (O.UO Slwh)a less rnsybo amtr W by r ady *o W*m&vdF- ty)urOwole. 1413.3 f tegmte 0"r"c". BVJ1d1rQ HIO&VAO r am: Air sdcktknal ftwchanicW cooWV is re red to rr et d* reminder of the oa3Xhg kidd CcOrobahainotpredLdsto tt r ommlon Oam nv' chaftd cmitngrequired shuKingously. xcepti 1: Econemkers on InMidual, t mct mpvnsion, cocWg systems VWih capackft rO grmter than 75,OW BtuAi mqf inude controls that Kra bnem* Opion of the econ onUer wd mechkai " tV 1w the pub a ef priming 1414 u nSystoms 1414,1 Seating: Mct work v kh fs *wed to a tomi praftur95 ab*ve 112 Inch water coNm Matto Prea*Lre Shalsealed in accoromes wth Standsrd RS-IS. Eftnt of " m) nWhiid is me f kwe' 1, Slatiepcessure: VZ Inch to 2 incNs; sed irsnsvm e JO*Wft. • St pt s3ure: 2 Inchn io 3 Inches; saW oN tre6eveme joints and longRudinal seems. . StMiepressurm., above Inches; seal di traftswrlejointt, kopRudind sus end duct YmN penetrates. 414.2 Inau latiom Ouct3and plenum that &rs oms tucted as pert of the bulMingenvalops avail meM the r "rats Chapter 13. Olhw ducts and p1wourre shag beryIueper 14-t. Except enc 1. Wi IN n the H VAC eqtd pent. T taut Air du v nol s to candenastbn,, 1418 Pign g Sysftms Tabs 1. Excerption: Piping insidlod wNhin wait ry HVAG equipment. Water pipes aut3lde the coMi overt 3pwa Shen be lnsd&td ire coot with Weafingkn Stdo Ming C*dWAC51-26) 9 1412.41 r"peg: OutAM6 air intakes, w(havit Wlets and r*Usf arty senAng condfiloned spsvn Shalt be eq p dw1th dwnpers which c)oso 1420 $41PLE SYSTEMS (PACKAGED UMIARY ECOPMENT) sulmaticadywhenthe system is riff or upon pmmrtailum. Staff shaM and akivdr shaf f snvke r #far cpenings aidI be equip pod i t rarmWty open 1421 Sys to nt Typ#. To quWy w a aim pie aystemr sWerra shall bo ww o Oarnpors. Ttmadempars shag ed in notmal opwMknunlit the lW, twAd byth a f Ire gMrm system or d h or appmyW em oM datectim Aircoolett constant vdutne packagodr meni, voiich p vkfe r systwn, best h9j covAV or bolh, and ra re oiffiy oxterial Ex 'Vona cannW [on ft dtLt wtrk and eneMa"coo. 5 1 T Symms serving ar �hhioh r u m0nuou S OPOMOM-0 b. Air co*tt con t %mlm efts, %hich pmvide tali 3 ■ 2. Cor busticn W 1nt*@js. ccoRV or bodh, u4th eodN cfpftNy 0 541WO Bju& , 14123 Most Pump Contw1 i Uriteryalrcooiodf*itpunVsehtlintlude or Wes. rri croprace esorcontrols then m In?mtxosupplementat hoato ego du In g C. H-eding only %hiCh bv capacly of Ws than SgMO t rt-•up, not -up, wd de mst cond Rion s. The con1mis shallonfidysto drr or which h" it rhininurn outilde fir wpply of teed for hurt wed use rr mien haM h g as tha st staue of Imt. then 70 p c*nt of the trial drculailm. ConWs shgil indicsis whn supplammted heoting is being uW through v1svW mmns a.g.R LED t• T.. or . It h ' "em ch i p y with SecOms 14 h ugh 1438. 1412,E Combu6t1an tin9p rtt Controls: CombustcnheaMg 1422 Can&ol& In addition to ## tequtremanft In Section f41 , 'ut* equipment Mh a cap ec y oar 22 6,.000 BtWh h 80 h6%m O&V cr whwo separde hrae hg and cooling e t s" the some tenVwstur singed oornbus1k)n control. zone thwmsUft oh l to i t rNcoed to premtskruhanwus heWng and ng- Exce;bons• . Radiant Heaters, 1413 shall b 0 inet bd M packaged root 1cTan- cooN no writs hv* P y oqWy graa r th n 1,90ofm or t t o l g cop dty Cpc4r # 1412.7 ftismino. e h air supply cutlei c air r V� air t r' net dew a V=n ,= nUh. I shall have a moans or b, Induding but nO Rmited to, daMpere,, Th o Y� Mper ,�� i 1413 itrr Econornixors 14 r4 $Varxte Air UstrbuVon SystemSystemc Zones with spwid process 1413.1 to Air sconemizers shmil J* d aulormfkgy r ter errs requkvmrift andlor huri0d `y r tjksrnon1 stat to sad by outtift and re(urn Sit derrpars to prm4da 100 p ro f of the design supply sep"a sk c1stributon vysterm from thcas seep Ines reqtAMC only Mr as o is f a sir to r duo* a sOrrinalm to nqmd t*ir machnnIcal caclrV. ccmkrt condIbns. 14132 ccot: Air wtoorrixmiL shot be wnirdW byis cos*d By tom capable of datormining it outs ida air cAn mist Pn rt cr all v( tt~re bu Wing's Ir • .' _ - fi .+ 6{ x.r. 1. f++.. + '} + r ' • F + F y 4 � ' } ' I � '{ � v M1 R '- f i ti FI' -{ I L ' + de � .;fir : . ,�'. . `�� r l .. r 5 + r+,�• . jr 12/04/97 17 15 TX/ NO* 6676 Dec-— 9 6 Consi.,ilt-i»g L7csIgn Inc im 10 0 r1i 1 W4 V"shtngton SIM*ome&d n i al En&MyCoda pfiat Farms Jum, AI M Project Info Project Address Rd n Pub, 96fdty Cclax riWa StatLan th Xvb It For Building Department Use Applicant Name.` ApplicantAddress: 17DI Ccamarca Street, Tadoza WA - D Applicant Phow () -* 700 Rro)ect Description [] Hew Building ❑ Addition �] Attention [:] Change of Use PrescHptive Q Component Performance 0 ENVSTD El Systems Compliancm Op. tion (See decision Flowchart (over) for qualiticcatians) Anelysis Spacge Heat TypeQ Electric res9stat�re � All other (%6a over for defnitions) Total GiazinA Area EiaCtronic version: these vstues are autornatically takers iram EMV UA•'i. Glazing Area Calculation (rough opening) Gross �e�arto+r Note: Below gr�c+e w�+lla Bray bo Included i� the $� ovstfid) divided by Wa11 Area times 900 equals '�fi GingC�ttg Gmas EpmrlCr Wilt Area it they are Insulated 10 Iha level required for opaque walla. 426 . 0 2961*0 x 100 = 14.4% __-i C) yes Chock hare if ustn2 this npiion arW 9 pr+nle+ci rrteet& Pik regirksm+l►Ms for trx Con:xetalMasonry 0pWrr. Concrete/Masonry Option no see DaWon Fiov�art (over) for qualitiratb". Enter requWemertta hx eachquutuykv osswolt befaw. nv*lope *qfrot ts (enter valves a applicable) Fully hexted1coolad Minimum Insulation Rwaluas Roofs Over Attic R�3 All Oar Rooft Raw2 Opaque Waifs lcw Grade Wall$ R� I IL Floats Over Unconditioned Spat Slabs -on -Grade R7- 10 Radiant Floors Maximum -" cfrs Opaque Doers 00600 vertical Glazing * 75 Ovethead Glazing Maximum SHGC or SC Vertical/Ovedlead Glazing 10000 S8MA*0~xP&CW* F Minimum Insulation Rwalues Roofs Over Sam a Spaces* afto-*Refer lo Section 1310 for qualfficallons and requirements Notes1i : t Opaque Concr*t*Wasonry Walt ftqlr t* Insulation on inter(ora maK(murn U,faetor is 0mig insulation on exleftr or integral - maximum *factor Is 0.25 If project quailifts for ConcmtefMasanry Opttn, list waft with FCC ;!: 9.0 EtuMVIeT boar (other ally must most paus Wall uiremen%).. Us* desaipftna gindvillues from Table 20-5b In the Code. wan D*rptl (Indudingl sul t -vat & position) -tor Oslo 0 0040 12/04/97 17:15 /RX NO 4 { ter' .. � � h. - ;. • -r. � , 1. ' ry •µ' ' f • i "' ti .T 6676 P10 r . 1 j y.� . '{ �'�v T'$'. rt1&fir +r-{� •�•. ice• ..'•i. 3S� DeC-04-97 06-:-14P Cs l i g s i g 5� I n� 206-778 8769 i q vvmvrvrvWon wale NQnrespaenvai t:rverg a %.;ompianco ram Jun# 1M P.11 } Decision Flowchart Use W3 flowchart to determine if project qualffies for the optIdnal Prescriptive Option. for Prescriptive Optlon It not either the Component Performance r Systems Analysis Options must be used. W-- ,1302 space Hfat Ty t: For t purposo of Oetemining buitdirg envelope feet" *taw: Spars he e6nq syi 01 �C .oi " requir"rd , this fallowing two catlagoties coMpillsel spoce gearing types: , -_ �� elements as t ary hestOjD sySternkncAuding basmHocmd, raftnI. ond Otho All other epic* @Abn syst*mv i gas, aoNd fUel. ail. and fond aor will ire #* tom 14OCbic s4%fxnCAk h&M MO&dty 1.0 propane vpnoo hoating symoms and ass systems !# too In tt excel to we w ft gmss ito"ooned roor Ann tce i+ ; H661 punVs and 0io resistance. (00nunued W HUM) Final e4acft re lst om h&xUrq In vsr4We r vicgum* dlsitilhton eyam . MISR11 Qvia I 1 i ,FbcftmwFM ,1 dher rods 2 I U0.6 k t GMrg NAt C i AM U SFM + VITA OPOD 1.46 1.00 I SWI& 0 75 1.40 204VA OLW 1.30 0. WAT/ 00 125 0.45 ; } nD d. 1YW 1 u ■ r NNN771001� W jo)ft V I E N Y Concrete/Maso Option* Wall Heat Capacity (HC) Asaembly Description Assy.Tag HC"" Area (sf) HC x Area Totals Area welghW HQ divide total of (HC x ereek) by Total Area 12/04/97 17:15 /RX NO is 6676 If the SfVa Welghted heat capaolty(HC) of the toUl b*%W grade wall minfmum oi 9.o. the Con"10 Masonry Option moy be used. "For k8aned gall$, assum C1 40 Unless CafCWf0M W ram; for all ther walls, wa $6ulon 00i 4 Dec-04-97 0644&p 16P Conso%Vtina Desian PaI2 7 Inc 2OC'- 778 8769 1 i t rOMNI tilli F naral l 1004 WavilkngtomSiote Enwgy Code ComoioncA Forme WAS Project }address Date Cdoonds Pabi 15& 0 , Fire Otation 3,1 /25/97- The following information Is necessary to check abuliding permit application for compHanoewO the building envelope mquirepi nft tm.' Washinolon State Nonfesidentfal Emrgy Code, f Applicability Gale Locationli�ufldlngDe pt (yet, , ._ Section Competent Infrrnati sired o Plans Notes GENERAL REQUIREMENTS(SOCUonsft3 1 1 sHis Uncond idents �Rion-s all 1302 SPOCS hest ty"• Oth*r if O'rj; ind"O l" that eMeWe iresittemoe hiest It Mt Oflowed 13102 Sem!1_h6*tOdOqE!C#3 SemloheMed "Cos IdentMed en _21ans If allommd van 1 11.1 Insul. installation Indicate densftios end dear ame �1 1. boat 1"O i i. Indi -value tin t ti t for a � d t r �' 1�; lrvdleMe clearAftes for altic 1 lets ; rA3. Ind1 me bafte it emm vents taN d; t dice foce.staplN,21 fed tuos IrA3. 1311.3 wou insulation lndieW.-Va us on wall a tEon; rA3. Indkaft:e staplIng of fac*d bps; VA3. Ind'144RUP above orede eA. erlo r Insulation Is p i l ; JrA3 ,13 _ 1 d kift lope-111! com I n l 'lon for msomy wous as nemss: Indleaft heal Wm*y of misisonry woms mason 0kM I used of � taken EMD; . a . tit 1 A to In l ioo Indicate R.-value � w� ; fndlwe *ubstantial mn wkh i # ; 1Mdata suppods not nVve then 2414. .; I Wte that Insufatlon does not bkxk akfww ftnuefbundonvfnfts yes 1 t 1. fe boon -grade foot Ind"te i -vn1 e on wall SeOloi or foundsUon detail; rx , Indicate stab In ulaWn extent% ern venleally 2410froom ffV1 A . fnd,k*o et rre rare exterior Insuls9on is re a led r^3. • 1311.6 i nt 11amr I diomto R-value on wall sa lfm or foundaffm dated; Ind1cMe slag InsuMon extends ddvm vtttk*ty 3fr ftorn &9 top, 1nd1 to above grade ext r r h9ulation lis iomteded; Indic0a Insul0lon shm under eMke slab �v�d. bx OMOW1 es 1312 laz and doors Provide io l tlon of Clazing ores including both VW#1t 1 Im -RUN. v tic l and ovOdI4.1 pemznt C IS wa-n are* yes 1 1 . -fw r 1s kmte qAZfnQd6w -factors on glatingand door YAS 3 A• iedute prcMd ardae-VIVelot6d cakulMlons as oce&r • 1nd1t* if values am NFRC c;r defoun, if vailluessire default then lip" frame type, 1 " Is"ro, pe r. Ic%f- CoM COOP + - 1312e2 S l- O .086 fmdlcafe 01 q *01 "Iet gain coeftmi le r t or s e i ece Miclant to glazing schedWe a wiled 1313 Rau#store wntrxal 1313.1 r etart ra indicate vnpnr warders on warm Wdo yes 1313,2 RWIWOng vast. IndlWe gaper retarder an toff section; I %a va , retard. wM seWed seems for nonvwood strc. Yoe T313.3 Waff vapa r retarder kdime v p r retarder on wg a-CVOn I DeC-04-97 06:16P Cnnsroltinci Dc�rnticjn Tne--- 2C3F 778 8769 P.12 Mi Ism #m Wpliwrrlp rvr MFITjwa "t p vlm* w planmM s" � a 12/04/97 17:16 T%/R'g NO* 6676 r r - - i9 7 06 : 1 iP Consu l t I ng Des ign Inc 20r-% 77B 8769 w 13 6 Envelope - General Requirements 1711 Iraulatlon 1311A Installation e a i r rn a tt: All ire utgti on rmlerials shall be i s [W accordng to the manulwtufwls Instaxfflons to ach" proper dens On. "Intaln cimmces, aW maintil n unifomf Mvolues. "to the 11 t f rvrn eft pow le� Ins d stim a tO exle r i mer the fun oom ponen area to the Wended -value. 1311,,2 Roafnelling Insulation: Open-bicwn or paumd loose -fill in on maybe used in edtic spaces where the slope cf the ffln )a not me then .1112 anO thwe Is at kmt tbir#y inches of clew datance from the top of the bottom oh er 0 of the truss or c6 An id M to the underside d the sheAhing at the rod ridge. Whin emm verats are Installed buffing d the vent openings shall be prided so as to defioct the ircarning air above the st0sce of the insvla9m. Where lighling fWums are recessed intoa suspendW or exposed 9rkJ caIllr . the mdtcdl hg assembil y 9 hafl be I nsuWed i n a Imstion other than OecOy on 1he susPended ceil pg. =torn; Type IC rates rues sed lighUnq f'dur. Where installed In wocd fr=in , fed bett imitation shall be face stapes. 131 I -A Wall Insule0one., Exterior v*1I coOles isciated daring liatring shMl be hilly in a U atad to t ha 1tveh of th a s tor round In g wa Is, W hen Instged to wood fIn, fx d Ott inbutalm shall to fma slapW. Atone grade egeft Insulivion shall be proteed. 1 i 1,, r 1n:su1*tion: PWrinskiefion shall be Instsiled in arnmwt manner In substarfilail contact Wth the wfoe being insti� i. InsOstia n s u ppor'ts s IO b e lr t q ad s spacing is n nmre I ha n twenty* four Inchm on cer, r. inst ted insulator shell not dcck the r%w t "h foundalon vent. 11. S b n red Floor, : S l n- r Oe Insulalm installed inside thet faindMion wall shI "d do m and frorn the top of the slab m1n1m Lm distance of tent' #tour Inches or to the top d the (cdIrg, wtichwer is less. h50afim imt le�d outside the Ictindatbn shaN adand dcwrw rvd a rNNnvr f b&er y-four Inches or to the f rue On 9, wNdiovEr is aet * A b" grad e i m ulaUon shag be "ected. xcrp ton: Fct monuffilcslabs, the insulplicn shah odend d omymrd from the top d the stab to the bdtarn of the fail. 1311A Rodi nt Floors (on or.b to r r de): Sea" -grata Intulaticn shall exterld dowiwxd from the lop d the slab a rn in lmtm dl ste nc* o 1h hty-watx in&es or dt Ord to the top of t .footing aridCizor4ekl for an aggregate of nct less than t - sbK inches. requ'rod by the buOding dficial where sal candglom votmtsinh IrsUgglon,1he e r re area of akrad Imt for steal be 1h e rnn al ty i solated from "soil. Whim a wil gn o r rd system Is prod d blow the radWnt ft, wit ch m sufts i n i rc ressed ocnvoc t hm fl ow b al cw the rad lant it oo r, lie radiant floor shall be thermalty lsdWedfrom the su flo r grwel layer. 1312 Glazing and Doom 11 Stan td Pr*cadure for Doterminotlon of0lazing and Door t o : - or fir glazfN and doas shal to determined, tefiled and lab in acoordmce YMh Standard R S- N by a cedNW i d apandant agency I Ice rr, ad by the N ab anal F errm tra 5 an Rating Council (NFRQ. ComplIance sheil be tee on Model Sim AA or 813. Produce s ar'nplm used for U44ictor deterrrinatkns sly aN be producUon 11ne oaks or mpres ent9i" of writs as pu rehas ed by the consv mer orc antractor, N I 12/04/97 U n labeied glwJ ng and dCa a 9 hall be a n ig r*d the dWaul U49dor in SWkn 20056. 13122 Salor Heat gain Itooffldont and 31hadtCorrtftlsnts Soft Heal Gain Co0fident (SHGC), shaA be delermkned, oertlflecf ana Weted In accordance wtEh the National Fenestrdbrt Ratlrg Gwnd3 LNFRQ Standard by aCertlMed. #rxiepentierrt agency, ken8ed by Ehe WRK:. Exception: Shsdtg caef[iclents (SC) shdf be an aCoeptabie afte.rr, te for compliance wtlit soIar heat gain Cdefi1cient requirements. Shading coeffickxtts for glazing shed be taken frem GhVter 27 of SEwdard RS-21` or from the manufequrePs test deta. 1313 Moisture Control 1 13,1 Vapor Retardem filar retardets eh& be lnstalW on thaveffn side (ire v nter) of Insulat on as req uired b y th is scct1on. = ttonepw tet rclier Installed wRh not mare than 113 of the noirr 9i Rvahje b*vwen tt end 1he =vdft1antd space. 1.2 f t C*fling Axom1t . RocOcefflrg swernblim Merothe ventilallon space above the ins lati iess "n an awage of t4ehe inches shd l be primed wn h a vVa retarder, R cdk 6IN a ssembW without a meted ei rs pew, wWe renter ft roor deck w the r r trre are m ed 6 of rr. shl1 prcwide a c*rthiausmar rd� wfth tapes sarn. xe opt [on: Va per reta d erseed not be prod ed w1va d of the ins U abon i s Insta Ei ed bdvaw th o rcd rmftrene and the trl md mk. . Walls: Wails a"mbog condgioned spode fmrn unoonditioned e pece stall be primed � b a v*or mbider. S I oo e: FWra wpar t n o � � space fm�i � space shell b roMd. h a vMcr retarder. . Crawl 3 a : groundo" of six mil(0.0�tl k*bt=k P W t� r Mprond equal steal be taid omr the ground MhM cant spm. The ground ovr shag bO overlapped t"lve Inds mInImm the jdnts and s haff mdand t the f Ali. Eu++cW1on; the gmund wrec may be omftted In cMSM gmms if the txanrl space has a concrete stab ikKY wth a minimum thidcnexs of 1hro3 and prwhaM inchs3 1314 Air Leakage 1314 a l It " Enve"we The requIrenoents d ttr seen than MPIV b bdIdIng events Separetirg oodoned from unamdlspa=* Exterkx Jobs around wince and dccr franv , iopenIngs between rais and foundation, begin wells and roof and wafi pam; openings pemtratkns of u011tr services through wall , fkx>rs, and rwe and al lw wings In the buA dn'g en"lope ishad be sea$W, csulked,, gasketod, or weetors Iripped to ii rrit a W leaMp. 1314.E Glazing ad Doors: Days and operobte glathg seWsting oaid ltimed from u ncmd1tioned s pace shalt be vveher stripped, pad Wndcws sW tm fightIt wrM au fined by stops WIM Imhut Cr cauking el arourd. Except[on: Openings that are requlmd b be We resident. 1314,5 Ruilding AssattDlln Used as Ducts or ftnurns,,,- BuMhU assemdies used as Web or plenun snit be eWed cavfCed and gaskeied 10 Hnrit air feaicage. 17:15 TX/ NO* A 06 o 19P Conic- *It ,Ing Dosign :Enc P -w 14 1 -- W- „- - - -. W�&7 ■W-• wr %AfJ W%"44V1M1 1%AW v %."v1 Iip ProJect Info Project Address 6cmond• Publ. Satety CCmplemr rir* Station Xis . WX Applicant me: burdi ni AppllcaMt Address; 1701 Appli6ant � .tunll. 14195 pate - - 11/25/97 For Building Dept. Us* Project Descripti"011 I The Fire Stalcn is served by (6) constant volume tan coils. Air handlers are served by hydrpnic boner !n the Fig Staion and an air cooked philter located next to FireStatTcan, Briefly doacribe mechanical system type end foutures. I Co pliance Option Q Simply System Complex System 0 Sya#eri+a Analysis ----� (See Decision Flowchart (aver) for qualiflogtions. Useseparate IUlECFf-BUNT for airnple b complex systems Equipment Schedules I the following information Is requireid to be incorporated with the mechIM aniCai equipment schedules on the pens. For projects without playa. fill In the required infartnsdon below, 'If avaitablew applicable. s 2 As tested according to Table 3 4• i , 14--2 or 1 a-3. i x 3 If required. 0 COP. HSPF, Combustion Efficiency., of AFUH, as Li 12/04/97 171*615 TX/RX NO 0 t ' � 1 6676 P14 I t DeC-04-97 Conqftz-81-1t-,ing e m `l g Inc t P. 20,&h-ft. 778 8769 P.15 Syste Defwription See Section 1421 for full description of Simple System qualifications, Decision Flowchart If Heating/Cooling Constant v017 qir caoW? C] Packaged or Coaling Only: 0 Split system? � Econom#zor Inctuded7 If Heating Only: � <5000 7 c70% outside air? Sys? 1] 4e-54,000 stun or 1NC1 cfm? (Jae this flowchart to determfn+e If project quelifiea for Simple SyStem option. it not, either the complex System of System Analysis Options rnuSi be used. + i Sydng %%,.. .000, i� CH�Hqmng (WY i i I 440 r ONIed? '> Yes 140 no ism dM? Econo rWtX Included? %%ma 1423 IMP- } an-0e *dem 1 a.. + .ar.#.".err _ * f a -dh. *•�� I� 4 -,-# r&M. rUNI-10 k16. Sm 11420 } • .. # > a no 4,OODsdir�tT�`` /no u Refer to MECH.PCOMP Mechanical Complex Systems for assistanc� in determining which Complex Systems Complex Systems requirements are applicable to tttls prqeCt. 12/04/97 17:15 TX/RX NO-o 6676 0 9 oci 6SUR ON XH/Llj MuuA $m I owed L2' 96/VO/RO' . � . � 2 «COPY _ a _ M -A Illimf ctri n rl . . . _ . . _a&_ -_- : .aa--■s_ Jo_ _ ■_L_A!- MA Jum, I M 9 6 1 / p 12 0 Vd j O W 3 1 S A S nWPH S n O V E Y T z: G t (Cam) 96 0 170 019vyi saes *ON XH/xr, T9991 96/VO/90 4 1894 Washington state Nonresidential Energ TO aximam Allowed Li Note: for building exterior, 11 #w ILIMt V1W 10 Mu Extw" ht�erior Lvvas a(E X--t -1 011al r(PI Mew not exc"d Total Allowed Wa" for Exteft r) 0 i SwaISAS VN3 8110yevZZ:CT (Clam) 136iIPO `YI I %I I 0Td ON XH/XJL T.0 Z,T 96/VO/EO U r e 1994 Waishi.ngtan Stale Nonresidential Ens IIIiiiletai��'S�1_i�_��E= Code C lienceform. Presmpt��e spaces Oc�ancy: (�tiN�rohvuse�, �t�ar�ge ere�� or,�trareit slarrge hanosrs �Gther r� Fixturam: C� Check hate It eat least 85�ii of fixturos in thb �pace rneet aIi iaur �terl�:C,�r�alification Checklistti��r�t�� Nate: I! oc:�up�ncy type is "Oti�nr' and tlxt�rg mr+swer is chocked, #+s numbmr of fltcturoa 1n t . Fixture,% are fluareswn#, non -lensed, with only one or two lamps, and the spaur Is not 11mEted by Gnda. C1aarly 2. Lemps are To,5, T4, r4 0r PL, and 3, Lamps are a -SO Waft, and indlo&te th"a aperme on plane, 1t not quayifi*e, do LPA a81001sttvn11. 4. Batllasts are alectrontc bs1lsots e rpHy,. i.; i rjor ghting unit Li¢htin� power Allowance (I,1'A) for Inte • FooMonor i a4►Q -iv--, 1. the knit FmwrAllomnce shall be det Ined by the tWidtfig vfciaI, This In cases i� which a use is not mentioned 6pecif►ca1ly, d�t�rrn�nation shall be based upon the most cnrnparabia uAd'd0ecif ed In the table. See SwdOn 1312 fad axamPt 2. "fie %%^atts per square foot may be increased, by tti"r+o per=nt get fi3tt of ceiling height above tvmnty fart, unless Vwlfically dh%%ctcd athervv3Sa by submquant fbQtnotes% 3. wtittg p"squwe fo& of room rnay be incrmed by �ro percentpetfootOf�Iing height sbc�v+e twelve feet, 4. For all athcr sFacalsir such m seating and ccxnrnon area% use the Unit Lighi pa-0vto Allauence far ass bly. $, Watts per square; foal of reorn may be incremtd by two percmt per foot of ccifing height abave nine feet, 6. includes pump area under =apy. T. M case!3 in which a lighting -plan is submftu d far only a portion of a floor, a Unit Lighting Pay}vr Al Iowan= of 1.3 3 may br, uaod for usable office flom rasa and 0.80 wrms per square foal shalt be used for the cot»man areas, which may include davMar SpUe, tabby area and rest rams. Comtnon area, as bmin defined do not includo mall WnCvurm. 8. For the fire engine roam, the Unit Lighting Power A1trnvance as 1.0 watts persquare fwt go for indoor spart tournament courts with adjaccnt spactMor seditg, the Unfit Lighting Power AllowanM fbr the caut area is 16 waits per squue fWL in. Far bothRct$i� A and Retail Bp light for fte-astmding display, building a�hmxc�se iliumin�teo� and display wlrldvw Muminaflon insWIed within two feet of the window �r� ex�ropt. - -is Retail A uilowa a Unit Lighting Power AllovmnDe of !.D wsUs per Aqutua feat. Ce"'nS m�un merc.viandise displaY MuMinffieS ire exeznpi. Retn(j � aurnc�s a Unit �,��ht�ng �'o�r �� Qf I,5 watts gar e faat, ipejuding all cx�iling mrnu�ta! �nerchandiuc display twninariea. Pimpided that a floor P1811, indivoting rack location and hei&ht� is submitted, the squuc fm%ge fox e warehouse may be defined, for cputing the interior Cmit 1,ighuffig Pa%%= A110wance, BA the flar3r area not C*'vet'ed by rocks Pius the vertical &cc area (s=ssaide only) of the racks. The h�ig�* allo�a�anza defined in footnott 2 appfics only to the floor area not covered b>r. I rl s i TTd 1 69'98 •ont XH/XJL TZ�zi 96/VO/90 4 , -e Adjusted Li hfl__....n� Power Allovvarices(Interior) ,��wed c��E�n meigtit cei�lnQ H�I�htT1mttAdJusted LPA tocatlon '� � (floortroom no.) Watts per ft� "� for mb room for this exc�eptlon" Watts Pgr'� p��p�ncy Descrlptton cOrrnT ROW 1.70 3.45.is feet xx fohat Old ON •*J:n" Table 1 t5-1 bawd an exceptions listed In iootno#ae . • • i a ZTd 69tS ON XH/Ml TZ*Zl 96/VO/CO 4 12/3/07 nU M the mum LocationApplicabtllty Code - Infdi'ti1�tlQn RequIred vn P+any iYea, na, n.e.j, Section Componarrt LIGHTING CONTROLS (Section 1513) wa� ��e 161 �l.4 Lfl�i CQntr�Il�C�ee� Schedule with type,In0cate IQCstions 40 151302 Area aantroil Maximum Ifmit per switch VIPs 15113 Daylight zono contra! Schedule with type and fsutures, indicate ir,caUoAa vertictl 9IAxinp Inve es1 g1azlng on plansdicate averh9ad glazing Indicate overhead glazing an pigns . *. 16004 Djaplay/exhlb/spealMl indicate separate cantiofs 7 �13.8 Exterior shut-o4off a6hedule with tyRs mnd teaturea nd[cata location NNW (e�) timer wlbFickup Indicate loe*on (b) R btac*il, Indicate 10=1i0n 613.9061Inter. auto shut-OffIr�dl�at�16cation yen 1613,e.l (a) occup. sensors Sch�+ uEe with type end ocatiane auto, switches scheduln with type andfentures (back-up, ave e o�rp�rdility); Ind le%te sizeaf zomum ne an plans yes Lighting Sum. POM COmpRted and attached. fthedulQ with fixture type*, lamps, bell"a"J', watts per fixture Eiec motor efficiency MECH-MST or Equipment Scriedula with hp, rpm, Iclency It "no" Is circled for any queation, provide explanation: r. n r W It s 0 7 a 10 e • Jt". Adtng Dope eAt Not*$ ■ • t /6 L '30vd SWOORRISASoxa snovevCZ:S 6 Poo•VW £Td 65E8 'ON XH/XJL 19;9T 96/VO/90 i Lighttng - General Requimments 151s ujimiry CtnErois 1512.1 Loa Control and Acc"alb!!lty; Emh spooe, W0I05+id bY vMlla ormfljng-height panftns, shvill bitpWded with lighting Wnhala lowted within th* VIM& Ttso lightingcaorrtro�s, whither one ar m►xe, shaU be y c �ble of turning c� 811 It wtthln " space. -the controls Mall be ily accessible, at the pc� nt 04' entryl6Dltt. to RmoT1nm. I a:MPYIfi'1Q tx Using the IspW01 Ex"ptlons: The fo#lowtrg lfghiinq controls mil be cerdtat)ted in r+ampae 1. Lighting irrxrtrots for 90ac" which met be used am a WhoFe. 28 Autaretic WMWs. . 3, C;Ontroll requlririg trs?rrv".i► d. ccmtroig for aRfety hm-rwr3-* Rn,l S Fv,*'rrfty. id13,2 Area Gon�rol11; The m�rr;I! rm pli4ing rcu�r tht� m+�y b�+ Cbrorvitoi ftm;q siVd rwitCh or a4idRVtlC CW&01 6t1a1) not 4xvs9d thy# which it provIdod by a t+&wrV anrere circuit 1amdod to not mope than pp�ent A m.P.Poter co'itrot miry be Insitallod prcMdad the fndivldttal awitchts rs#AIr� th�r G�p�a�lilty to fund�n itZci"!'�en+i�tn1Y. Circuit breakeps rray nl�` try ua*d a� RIB pole+ meanS of avAtcNing. Exceptlani: i, Industrial or tMrtttWtUting proC"11 mum, 05 may be roqkAn!Ci ter PrtyduCtkm. 2, Areas hs� IhMi five per�t of the bullding tpotp�irrt (Of footprints 100,000 te. APnr, ae d"ned In1�t3,9a�tight xorw Contro!�z , beth �det�o�nttlsaWng, Chapter 12� oight-wxcup�l n In0 shall be pfcMdop d Wth fndvduC! pn glazing caMr�e, which corArol the WAS 1nd9"ridetd ttf QW" m'�a lounge, h 513A Uigplrryr, gAvlbftlwy and SpO0161tY� 9��#gd !nd Controls; All � � display, �+cbitor�, or ofty rtgr�t�rg she'll � gneMl e�ren tigntlrg. 1513A kdo"dc Bhut•vff ControlS, Exterior: Exterior lighUng nit int�de�! for ?mahout cantlriuou� ��e ��I be 9ubom�i�ally sv+�tct?ed by -0 0 I . 0 do pholoo*i, on of flmar end phd ll. AUWWIC flnis matches abadl also ha" mrn bac%-Up c�Ibditi+es. tNhkh P "M iogS Of ogand tlrigs for td kod 10 hmns It PO%W in InterWad. 18�3.6 A�tc'�rtxttlC �h��lf Contr4li, Itytwor, Otf{ce buildhgs greder than 25,1000 ff end dt #Chtad cfNSuv;�wj[+a ghat be e4ulpped with sop�s autcxrwtic t*ntrrta to shut df the llgtftQ dAng utxx=pled hGuM, alutcvCrl9tiC COrttcals nuEyfim son t1Cmn�fariGjBMIRI', ti"MACh, or Olhaf' devit* Copable Of 8bcx"A10eliy Struttitg Off 119ttn9v rcbept]or'�: i* igrM that rvat be cxantinu"iy iutrrti'sor MUMInsf-MRA in a m�nr�,r rKulrirtmnual Wermttm of the fighdnp, 2.0 Errv1pwW lightlrg systero. 3_ SWt�hing fOr Mustri9d Or mMu#drV ExoOe4S (W111tift 08 tnmy be ulydd for per. 1 813.8A 000upMcll SOMvtr: ()=pancy genaas thd be mpsibl9 0f RwtorrRti.Wtuming df all the Ughts In an am, no rare tMn 30 M nuWa vnw the amo hit bw vwmW. 181 SAI AttonVMC Tfnw Sm4tches; AutartOtictln+e wMbchw sWi hSv* a mj�m 7 cf�y+�ac{c and b� �pvbte �f D�1neet p tar 7 d[RIM�rtEn+mdoy per vm* wvd Inmpai'a"119- on autOmWa h0fiday 1111hut-kaff, fafturot which tums cff oil lc—da far o# kept 24 hwre srYd thin roeuoily aatw�dulad ona. AutonvOc timer ewlttld" Shg1��sr pmgram seitlnl� bac4c up +a�dalll�eg, wh}ch pnav�rr! the Ic� cif prop for at feet I hcsum, if Per Is (nterruptft. AutornSllC swttChee shd1 Incorpors" g7 0yer4ic1e swibGhic* dovka L Mdity ace4*91b* Is A the devic* ' « . kaded !r pemon or P* arwa "tn A ' by the *wftch,, or to ame beln gjjjun*jn.. •s imnunci*Ad', 19 mmnu4ty afWm the 11gtftU tO on for r1a mve ftn tm hOurs ww art ow-rWe to lntUvftd#*, fmrw�frmft nm RMM ne* 5.WO IF or a rM IL of r.,raMnffew tcetednfa over 100.000 whkftn'v Is I o greater. P 0 F C dF 9 0 G I /G I "30vd SWIS13AS VN3 snDvev 'I� clam) ww-m -webi ■. r zod 69CS • one XH/XJL T90ZT 96/t Ville CITY CO.] 1994 Was.hington State...Nonresidential Enery . . . .. i . .. .._ •ria ��rtw ��rF iJ��1�� 1Y 1rw JiJ� ��4� Hawed Li *" FrDm Too'e IOU,' kovu Proposed L��t�ing_Wa�t� I o[EII rrgpvav m ammu Allowed Lit 'F► &as .+ I r% A Imou rani ght S Wattage (Exterior) 0/co ade Cor�pltan+Ce Firm Total A11owed Waft2 for Intefi0r) J", 1" 11 11 . 9 od 69�R *ON XH/XXL TZOZT 96/VO/90 ,.. ■��■�. _ _.._..,� _.., . (Extedor proposed Lighting.Wattia.Se �------.: � I 'I alai v ro you . trha v nint nift@19d Totlkf Allowed Watts for Exten,001 :1 L n ■ _ : , ■ 4 a. E , 5 / S o lyd s w a i s A s v N a s a n ve v 6$ .1 c t (cam) 96 170 T YK 0 Boa 69CR ON XH/XJL TZ: ZT 96/tO/90 . i d' *amp Iw .".4 I ■ Prescriptive Spaces Erne "I PrU I [It mot; a . ..;.Y•.' ±:)''>.S:i�:•' 'i�� •v'•:?1.:,: 7? •i•. :i:`#x +#;`t'>�r# SEEMPNEW"w- - ' i Quall'ificati"on Chk1 0 St Nita: if 000Vpancy type I "Ot r' and NWra answer I chercked, thft rh r of fixWrez in jh9 gpiloo is Mt ji lot d by Coder, Clearly Indicate thetie APSCOB On pfx nq, If not 00Cup01ncy: ��N�rehouQ�a�� tar�p� aircraft storage hangOM CVOt h .. or Ughtinq 5ixturaw Check here 1.0 a#leapt 95% of textures in the spaCa comet grit haul cntede: 1, Fixtures are fluorescmni, non-E$nseds with only one or two lamps. end 2, Lamps are T45, TAs TjP8 or PL, and 3. Lamps are 5-50 Watts, and A. Be1letsta gre etactrofflc ballasts vr,HiP 1 ;;_ti Unit Liahtmag; V. Allowance (LPA) for Interior Lighting J r i i00mCTe$ TQI' 1 ZliJm 170 1 1. In �se� in which a use is nrrt mentitmed speciBCA[ly, the Unij p0jfVrAj1aYwnce sh�l be detcrallned by the Wilding a�'iciai. 11da dcterminalEan shall bye baud ups the m� �P�'able use spectfi�d its the tabic. See Section It �2 fog e�ccmpt arms. 2. The watts peg squate foot may be �ttc�e�cd, by tv�a percvnt per foot of ceiling height above twenty �'oet, unless $pc�i8tally directed otherwise by subsequent fwtnOtcs, 1Wutts per squme foot c�#'room may be Increased by two percent per' foot of ceiling height abt�v4•t�velvC rMt 4. For all othr spaces. such Bs Feating and Ccmrnan areas, use the Unit ,fight Povwr Allovm)we for ammbly' 5. Watts per square foot of room rnoy be increasexi by fim percent pct.foOt o#'ceiling height abm nine fit, 6. Includes pump area undo canopy. ?, In cases in which a lighting plan is submitted for only a portion of a flomt a Unit Lighting Powr Allowanca of 1.35 mUY bO u36d fOr usab#e office floor area end 0.80 watts per squarc fOOt ehatt be used fbr the commcm arcw, which mny Inelude e1evAtar sp=v lobby w= and rest roams. Common areas, as herein defined do not lnrtude mall conraurses, B., For the fire engine morn, the Unit Lighting rovvcr Allowaftee IN 1.0 %litte pet squarr, foot. 9, for Indoor sport tournam�ts t ourts with adjarc�! gp� $m��Unit 8� �L'oftg POD Allowance the cowt�� is 2o6 wain pCr square foot. too For bath Rail .A and Retail H, limit fair Erae�tand�ng display, WIdIng �howcue illumit�an end display w`snd�r 11,unliftWOn InsWed 1 I within two of window am cxcmpt ' "' Mall A allows a Unit Lighting Power AlIduv�,naG of I.0 wgtte pea squetre focto Ceiling t�'�aun'ted ec�justablo ��9tCri �ta1oBm and MV martdiee display illurninaries e70 exempt. RgtRjj D allows a Unit Lighting, Peaver Allowance of 1.3 watts per. square foot including all ceiling maroted mWhandisc display luminerie& 11. Provided that a flog pinr, indicating rack location and height, is submitted, the square, footage for a warehouse may bed4ned, fbr compudag the ffitetior Unit Lighting P(nvey Allawance, as the floor area not �ovarod �y racks plug the vr�tical $= err... {a � Aida c�nlY} of the iracks. The height allowance defined in f0mato 2 ties or€ly to the Boor area not covered by racks. 0 0 G T/V 'HOW 8WHISAS oNastioYEV 0z:GT (aam) 965 0001HYn 7 sod 6299 • au /X1 R6/V0/R0 1994 Washinoton State Nonresidential Energy:Q2.da, 02!P11ance Form Project Addres% cis or CONK 9 QV=c 13AnTx ccx2Lsx Date 12/2/97 doom Use this form if you are claimin� any oiling height adjustments for your �.tOh#�ng Power Allowances for Interior Iightln�q, Tha� Occupancy Daisraiption should 89Md with the "W4" bTabler� listed on bode 15-1. Id�tffy the approprlsEo CollIng Ho$ght Llrnit (A abet, 12 fairt or 2d feet) an which the adjustment Is bik4ed. Ths Adjusted LPA Is cAlGulated tram this number and from tha Mowed Wahl per ft�, Carry the Adjusted LPA to the cdrmpondEnp "Allowed Watt* per e'locatlon an LTGO-SUMP Adjusted Ll&hfing flower Allowanc-es (Int...ior) Lc��tl�n Allowed eilinq HeIght 1-0611ing Height 11MR Adjusted VA (floor/room n�,i C)ccupqrjay Dezcdptian wgtta per e *�` for this room for this sxceptlon*R watts pier if F=wc r"oxNa Ror)H 9400 fast 2 o 16•tNo PROM on IP lliiiilliiilliillllllllllllllliiiiiliiiiiiiiiiiiiiiiiiiiiiiiiiiiiillliiiiiliiiim- From Table 15»i based an exceptions 11sted In fmtnotes • 1 69CS •oN XH/xr. TZ�ZT 96/tO/P.0 PV a, rl 1 I it i 1 , 0 • ■ J T/9 42DVd m ,. V 0 'vw I 69CR ' ON X21/�i. TZ�ZI 96/VO/90 v L.ighting in nO I Requimments 1818 Wng Controls lEi 361 1,ocai CamtM and AcCoWbIRY Each tpamt enCkwed by walls or oellMg-helaht Rartttiana, shall be pram*red with ItghUng controls IWPIWUi within that apt. Tiro 11ghting ovc�trdl�t Meohw om or rrxrraf, ahadl be capable ofWmIng o� �!I fightswl�fiir� theaptTh8 cx�r6'ds roadiiy 9iba, at the pcAnt of artkryleadt, to pamonnal mcupying or uslng the 80Woe0 ExcepttC": The ftpaWng lighting oor►troia may be c:0*2111zed in rM14Q kC�GIiS: y f l r i is tightlng controls for apa which must be uW 93 a whole. 2. Alito C cmtrds. 3. 0"rals uking #riained cm. A. �ontroie'�4� Wety himmrds aecutily. 15132 Area Corttvafs; Thy um 11ghting pmW that rrti2y be W from a slnple avAch of 81AoMA94 MI#rof shall act c4 the which Is prWded by a tw" nVc+'s circuit toto not !fro tbnn eIgl�ty permft A mbar ca�nttrc�l may be in�t�iled prwfd� tie irt�h+�da�1 swwitcn� retaln their capability to fustian IndeperidenttY, Cimuft br&Oma may not be uaed es the Wtb nMn$ of 9wltchlng. Exceptions; i, iTldustflai or rtmnufOCtutiniR p 6**-26, vs may bG tsqu'rrgd fat prodvaUam 2, " lass than five po=nt of the build] ng fcdPOnt (Or iootprirft vVer 10010{)4 ft�. 15, 3.3 Dgylfph! l'ong Gorki: All dayllgfznnas, w defitled In chapter 12, Wh under amr*a gfiqzing anct RdlilCOrrt:o MttMI Gim;TV, shrd1 be pravied w##h fnd'nr!duM carttsds, or diqElght- or =upard-dmennlrq eiutorrtmln corttdv, which mr*bl the Ilpht$ Ind rtdQnt Of J;enWiai E!C!M ft 1vtIrg 9 '[8114 DIspigyp EXhlbltloM and SpmIalty UghUng Controls: AJI display, mfirbiffm, or apnitMy Rghxlng aft1i be oonttolsed IndApndenUyof geneml am Il�htir�g. 1613A Autarn*tlC s ttutftcrr c 17r11 rr,Fxhatl0#'; Uarior light] no not intended for 24-hour aontlnua«s t�!, s�1l;i!j be ntjkarr&6caily twitehed by I a + t f • i t1fri4T, PhatdCWl, or a CpftIRdiG'L Of tkTW and PMM"Is AttidMC titr� *%vntett� Shottl �hmm o �xD�t�m P 111tim1 whkh pmVexlt Use loss d pand time aettinva fits' A 14mt 10 hOUM li` pal' irp jmtWUPt*d# 1613.8 Auto=tic ShvtMff Cwtrdles Ir#dor. Cffkm bulldlnP prt�gr than 25,400 ff ack! ail 0'Chod dON-1 *hW1 be equipped with s� �tri�rt�kic t�ntro(a to phut offthe lobk�g duMng unoocupl�! hwM ALrtarrr4c carjtrd�a 'be in cugonoysemor, srMD:hl or d�rloe ca�bl� o! ��tttc� ty shut�na off! li�htir�p. Ex00ptiom: i's Arm t mud be oOly Mminor mutdrtffied In a mamne+r ►aqulrfnp monwrf aperdn of the Ilnhtfn�i. 2, E eney lighting sYStwm• 3. Sw�t�ting rar indu�tria� a m�nuf�rt� proms faeftem as rmy be requ for Produe#lOft. 4d13,8.1 �c�up�y SM09M,is O�oCEtpl�'raY 9�11etX6 shall be Cnp�e t�f ttutoMaticdy Wming off oil the 11ghft IM Rn Orm, M mots the 30 ttilnUM o#w. fho rat'eet his bam vmated. I. 1613,es2 �tutatn�lc Ti Swfthm& Autom�tktt�me sw+t#�a sha11 hM a m!nlrrum 7 clay doe* and be mpable of bglni; W for 7 d d �Y ty" per w ok and 1noMff9ft On vutamMic h0ddaY llthut&OT' MOM% which turns off e11 kods fof At bait 24 hOM and ffOtt lceaunom%ly schecfulsd c�r�tlatt�. AetfiGmqtic &m evuivo-has shoM Oa hm Wagram tmok-up cgpabIiltlem, MW prevent the ions d fow W4 #" mebiriga tar rat 1t 10 hoasrs, If pa++W il lrtheYru. AtAmWIr, ter awitchaa 8h1W1 tnan cmr4ki& swl6chlrp dice which: ix b. to ia t+dE.diiy so0W5fbhK Is Wated ee that e pamon uMno the doviae can sm the ligh� or thre ors controM by the awfth, or 90 flud the grea beinitiuminaW is AnrwncWW; Is m�nnueliy aperaw`► W" the 11ghtIng to at for no mom #h8n two hours when an tm•ridq I9 IMMW; And ciwtrnis an s" not dig 5,0011 W or 5 peraant of VxAont for frfrft rnw+' 104,000 ftill whWW" to i I • i + M F + 0 4 a LIGHTING FIXTURE CATALOG CUTS ABACUS - 2384-048 24 DECEMBER 1996 bi METALUX k. 8 Cell Semi-Specular Louver I x 41, 2 Lamp Rapid Start . P3GAX1240,8 Cell Paralux 111, Recessed Air Supply Troffer P3GA7CIRecessed Air Supply Troffer 3" High Performance, Precision Cell • Computer Designed, Precision Cell Louver Technology o Self Locking Spring Loaded Latches/ Safe-T Hinges * Para -Contoured Fixture Housing • Balanced Low Brightness Illumination Reduces Glare, Concentrates More Light Where It Is Needed With Increased VCP's • Four Auxiliary Fixture End Suspension Points Provided • End Plates Secured With Screws • Efficient Heat Removal Option Ceiling Compatibility -GridlLaydn Design Features T•Conealed T Optional `TIC" Tdm Kit T-Slot Grid Construction -1 2" deep, para-contoured housing, die formed code gauge, prime cold rolled steer. Die embossed housing has full length die formed stiffeners for added strength. Ballast/ rireway cover easily removed. Die formed captive lar pholder bracket fully encloses larnpholder wiring permitting easy iar pholder replacement. Heavy end planes, securely attached with screws assure accurate rover length without build-up. Ample K s for continuous row wiring. Electrical Ballasts are C l T'L. Class lip" positively secured by mounting bolts. Pressure lock iarnpholders. Electrical components and fixtures UL listed and IBEW labeled. System InputWatts: standard , Energy Saving (74*) * Energy Saving Lamps With Energy Ballasts may not be recommended in certain applications. Finish Electrostatically applied baked white polyester powder enamel finish. Minimum reflectance %. multistage cleaning cycle, iron phosphate coating with rust inhibitor. Conveyors ed application and baling tiring accurately controlled at an elevated temperature. -Ran a Trim Access Plan VS K 0 (1 X a 1 i' Supporting Swing Gates C - Modular Trim mv.4 / Supporting Swing Gates i Hinging/Latching Positive cam action spring loaded, self locking, black steal latches. Safety lock T-hinges allow hinging and latching either side. Louver Die formed of semi-specuiar anodized aluminum. Finish i Anodic oxide coating. Accurate precision parabolic cells are held in place with interlocking feature. True -cut ` mitered corners. Black reveal with integral mechanical light seal around entire perimeter of louver. Louver protected from construction contaminants by polyethylene corer. Trim Ceiling Type Type Exposed Grid Concealed T G or T Slot Grid G or T Flange F Metal Pars, ATs Compatibility veri#iation consult factory k .o 0 CC Cn dai ft&A It c X c; cc C C j Ad Pho-tometrics P3GAX-240S1 8H Standard Ballast, F40T1 2MIW lamps rated at 3200 lumens. Spacing criterion: (II) 1.20 x mounting height, (J) i ,45 x mounting height For complete photometric report request P3GAX-24OS1 8H report #LSI-3756-P, Efficiency = 61-73% ■ Coefficients of Utilization pf 0% Pc pw CFI 0 70503010 73 o% 73 73 73 70 72 70% 503010 72 72 72 503010 69 o% 69 69 % 503 10 66 66 56 5030 53 1 o% 63 10 53 o% 0 62 1 59 67 65 63 67 65 63 62 63 61 60 60 59 58 58 57 56 55 64 60 57 54 ■q4l'�'. 63 59 55 ! 54 Y��1 57 55 52 55 53 51 53 52 50 49 3 60 54 1 50 47 58 53 50 47 52 1 ■ ■ I � 48 46 ■'■■'.� 50 47 45 IMP■4q'�� 49 46 44 43 ! 55 49 44 41 54 1 I ��I 48 44. I 41 11 . 47 43 j�l�■'Q'� 40 45 42 !� 40 44 41 39 ■9■ggir� 38 51 44 39 35 49 43 39 35 . 42 38 P1�1 35 41 37 !■ 35 40 I I�.�P.■I■■'��i.ri� 37 84 33 47 39 34 31 46 39 34 31 38 34 31 37.33 30 36 33 30 2 7 43 35 I 30 27 42 35 30 27 30 27 33 29 27 32 29 26 25 40 3 27 23 39 31 27 . 23 iYYi�P■ 30 26 23 ■9 ■ 30 9 26 23 29 ■ I ■ I 1'PI'P'■i� 26 23 2 36 28 23 20 35 28 23 20 27 23 20 27 23 20 26 22 20 19 10 34 26 21 18 33 25 21 .18 25 21 18 24 20 18 24 20 17 16 Zonal Lumen Summary Zone Lumens %Lamp %Fi ture Candlepower Angle Along 11 "° Across JL 0 1655 1655 1655 5 1637 1649 1668 10 1601 1531 1660 15 1,544 1588 1647 20 148-= 1540 1607 5 1408 1471 1572 30 132-= 1393 1577 5 1226 1322 1622 40 1111 123 1493 45 93 1203 129 50 82=- 1015 1097 55 6. 72 812 60 345 474 44 55 106 182 250 0 48 61 95 75 22. 28 4 80 13 15 20 5 4 6 9 90 0 0 0 Typical MCP Percentages Height Along Height Across Room size (Ft.) 865, *01 8.05, 1040, 0-30 1292 20.19 32.71 20 x 20 76 71 71 65 0-40 2151 33.60 54.44 30 X 30 81 76 77 71 0-60 3689 57.65 93.39 30 x 60 84 79 79 74 0. 90 3951 61.73 100.00 60 x 30 85 81 81 77 0-180 951 61.73 100.00 60 A 60 86 33 82 78 Ordering Information Example P3GAX-24OS1 8H FIR Heat Removal D Heat Removal Control Damper Paralux Louver Louver Depth Trim -T p � Consult Factory G Grid/Lair-in - Standard Goat Cnald T G r Slot Grid Convertible Fixture Standard (Gdci Type -Fixtures can be field converted b F Flange Trim adding trim tuts. See Compatibility Section C Modular Trim or Consult Factory. AX Air Supply Floating Louver X Blank Side/Floating Louver - Non -Air Supply (Omit A) AVX Air Supply Floating Louver with Directional Air Vane (Add 10 Specifications & Dimensims subject to charge without notice. METALUX P.D. Box 1207 Americus, Georgia 31709 912-924-8000 . Fax 912-924-5507 4 COOPER �INOUSIFRIESJ COOPER LIGHTING (4 89) ADV890511 Approval Number of Lamps Wattage (Length) 40-40 W (48") Louver Color SmSil r r Go -Gold Cell Configuration i 8-1 Row of 8, 8 Cell Louver Finish (Consult Factory) H Semi-Specular/Haze (Standard) M Specular/Mirrored � Semi-Specular/Haze (Low Iridescent) MI Specular/Mirrored (Low Iridescent) Shipping Inoratlon Catalog No. P3GAXw240S I 8H 1's 29 lbs. Add desired options to catalog number in the order listed below. Voltage 120V or 277V Consult Factory GL Internal Single Element Fusing LCWM/ F40/Cool White ES2 Energy . Saving Lamps, Installed EL4 Emergency Lighting self-contained LE3 Energy Saving Ballast RlF1 Radio' Interference Suppressor FR Suitable for Fire Rated Applications MEP Modified End Plate/For End Flier Applications See Accessary Section EQ T-BAR Safety Earthquake Clips Additional Options and Accessories Available. See Accessory Section. Job Information W TALX i 8 Cell Semi-Specular Louver 2' x 41, 3 Lamp Rapid Start 2P3GAX1340,18 Cell Paralux lli. Recessed Air Supply Troffer 4 • El 0 2P3GAXIRecessed Air Supply Troffer 311 High Performi anc , Precision cell Computer Designed, Precision Cell Louver Technology One -Piece, Para -Contoured Fixture Housing Internal Contoured Ballast/Wireway Covers Ensure an Uninterrupted Transition Between Fixture Housing and Louver Creating a Total Precision Cell Optical Assembly Balanced Low Brightness Illumination Reduces Glare, Concentrates More Light Where It Is Needed With Increased VCP`s Self Locking Spring Latches/Safe-T Hinges dour Auxiliary Fixture End Suspension Points Provided Interlocking Tabs and Screws Secure End Plates End Plate Grid -Lock Feature Efficient Heat Removal Option Ceiling Compatibility 1 Eire Features T- ona sled T Optional 'TKO Tdm fit T-Slat Gdd Construction -1 " deep, pars -contoured one-piece housing, die formed code gauge, prime cold rolled steel. Di.../ embossed housing has full length die formed stiffeners for added strength. contoured ballast wireway cover easily removed without tools. Die formed captive lampholder bracket fully encloses lampholder wiring permitting easy lampholder replacement. Heavy end plates, securely attached with interlocking, tabs and screws assure accurate row length without build-up. Ample i os for continuous row wiring. End plates have labor saving integral Grid -Lock feature for safety and convenience. (N/A Type "TA Electrical Ballasts are CBM/ETL Class lappe positively secured by mounting bolts. Pressure lock larphlders. Electrical components and fixtures UL listed and IBE v labeled. System Input Watts: Standard (140), Energy Saving (111 * * Energy Saving Lamps with Energy Ballasts may not be recommended a in certain applications. i FA — 2]•1 a -Flan a Trim Jf Supporting f Swing Gates M- Mod ular -' [U Supporting Svjji x Gates dinging/Latching Positive cam action spring to ad e n . self locking, black steel latches. Safety lock ninges allover hinging and latching either side Louver Die formed of sera.-speular any c-zed aluminum. Finish is Anodic oxida..-oating. Accurate precision parabolic ce' : are held in place with interlocking feature. i '.'e•cut mitered cornea. Bloch reveal V)-:� integral mechanical light seal around ent •e perimeter f louver. Louver protected fror.- : nstruetion contaminants by polyethylene c - firer. Finish Electrostatically applied baked ite polyester powder enamel finish. Minimum reflectance 00° . Multistage cleaning cycle.. iron phos- phate coating with rust inhibitor. onveyor- i ed application and baking timing accurately controlled at an elevated terper2n:ure. Trim Ceiling Type Type Exposed Grid Concealed T G or T Slot Grid G or T Flange F Concealed Spline !hr't Metal Pan, ATS MZ1 c Compatibility verification/ consult factory 0 co 0 i 0 CX co I� 0 Phatometrics 2P3GAX-340S36H Coefficients of Utilization Standard Ballast, F40T1 2WW lamps rated at 3200 lumens. Spacing criterion: (II) 1.27 x mounting height. (J) 1.56 x mounting height For complete photometric report request 2P3GAX-34OS36H report #ERL-7180-P. Efficiency = 74.26% Candlepower pfc 20% PCC PW R R 70 88 80% 50 3010 88 88 88 70 86 70% 503010 86 86 86 0% 50 30 EambMkons 83 83 10 83 30% 50 30 79 79 10 79 50 76 1 °0 30 76 10 76 ° 74 1 82 80 77 75 81 78 76 74 75 73 71 72 71 69 59 68 67 80 76 71 67 63 74 70 56 63 67 64 61 65 62 60 63 60 58 57 3 70 63 58 54 68 62 57 53 60 56 53 58 55 52 56 53 51 49 65 57 51 46 63 56 50 45 54 49 46 52 48 45 51 47 44 43 60 51 45 40 58 50 44 40 49 44 40 47 43 39 46 42 39 3 55 46 40 36 54 45 40 35 44 39 35 43 38 35 42 38 34 33 7 51 42 36 31 50 41 35 31 40 35 31 39 34 31 38 34 31 29 48 38 32 28 47 38 32 28 37 32 28 36 31 28 35 31 28 26 44 35 29 25 43 35 29 25 34 29 25 33 28 25 32 28 25 24 10 42 32 27 23 41 32 26 23 31 26 23 30 26 23 30 26 23 21 Zonal Lumen Summary Zone Lumens %La p %Fix ure 0-30 2275 23.70 31.01 0-40 3873 3 40.35 ` 64.33 0-60 6628 69.04 92.97 0-90 7129 74.26 100.00 0-180 7129 74.26 100.00 ■ Ordering Information Example 2P3GAX-34OS36H HR Heat Removal D Heat Removal Control Damper Ti1:1ii7 Paralux Louver Louver Depth Trim Type �* Consult Factory G Grid/Lay-in — Standard Go r T Concealed T GorTSIot � Flange ��,� Convertible FixtureStandard (Grid) rn Type Fixtures can be field converted by MZ Modular r adding trim kits. See Compatibility Section C Modular Trim or Consult Factory. AX Air Supply Floating Louver X Blank Side/Floating Louver - Non -Air Supply (Omit A) AYX Air Supply Floating Lauver with ilirnnlii Air \lone reA,q \n f �-y i 0101 Angle Along 11 "0 Across I 2728 2728 2728 5 2761 2775 2784 10 2671 2716 2761 15 2626 2716 2816 20 2542 282 2870 25 2469 2685 264 30 2350 2658 2995 35 2162 2532 296 40 2027 2460 2706 5 1823 2293 2201 50 1610 1894 1502 55 1365 1346 928 60 1072 776 55 65 65&w 39 180 Typical VCP Percentages Height Along Helsht Across Room Size (Ft.) 815, 1010, 805, 1000, 0 x 20 71 65 79 76 30 x 30 79 74 85 80 30 X 60 82 78 87 83 60 x 30 82 77 87 84 0 x 60 85 81 89 86 Number f Lamps Wattage (Length) 40-4Q W (48'0) r.aur►er coior S-Silver G-Gold Cell Configuration 3.*3 Rows of 6, 18 Coll Louver Finish (Consult Factory) H Semi-Specuiar/Naze (Standard) M Spec u lar/M irrored 1 Semi-Specular/Haze (Low Iridescent) M! Specular/Mirrored (Low Iridescent) Acid desired options to catalog number in the order fisted below. Voltage 120V or 277V Consult Factory GL Interns! Single Element Fusing LCWM/ F40/Coot White ES2 Energy Saving Lamps, Installed EL4 Emergency Lighting self-contained LE3 Energy Saving Ballast RtFi Radio Interference Suppressor FR Suitable for Fire Rated Applications MEP Modified End Plate/For End Filler Applications See Accessory Section EQ T-BAR Safety Farthnr ialta arc lor�a� Shipping Information Catalog o. w . Additional Options and Accessories Specifications Dimension subject t change without notice. 4/89) DV890522 2P3GAX-3 0S36 42 1 3. Available. See Accessory Section. METALUX Approval Job Inforn ation P.O. Box 1207 Americus, Georgia 31709 912-924-8000 Fax 912-924-5507 Quality from Cooper Industries 0 RS 5' HO 6' 1� u LOUVERED STACK LIGHT i t i Y� + 114 A IL ��4 •,tom �� F��_- - •�' � i 4. R� ti - . IL 91 P. rtL + t r+#IF t •'' i.i '' I.F. _, -+� �'.'iti. f• T •fir'+' �'.- ?P, ;': 41„ Fjr �' to '�}-4 :.. , *-#� i+' �•�• t1.R�. *~ti. �[• *�*4 *,-+aI*F - * s{' + � '-, •�; i - •s• i. * il� w '+ _ #?�1a��'�.�' �/4 1��w, ,i� f jr o k. •y'rrliti i'*,,, • _�..` rr4L.'{ ,RIL# # ''�• .7t `� •#'rFA'4. 43' ' }ti �!' +ice•+/L rt y y .}' yiLl+*'' ,4 .N 4 * +. F r t dq + PW5501 Side Shield Optional, Specify after lamp type: '1 SS" fo r 1 Side Shield '2SS"for 2 Side Shields FIXTURE SERIES LAMP ROWS NOMINAL LENGTH 6 114" Pm5502 P=550148RSASSA20 � VOL: ON SPECIFICATIONS �AGE (1201 277) TYPE: Louvered stack light E SIDE SHIELD CONSTRUCTION: Die -formed, prime quality BALLAST ADS steel. Louver secured by 1/4 turn latches and supported by safety cable. •�-+��+`�•-+'#• iF A T-T t{��„"� ;+ "�Tt '�'fti.r+��•� af��+ t� 4+�r.r�rf 1-'+ I+ •4t ;ram+rti--q—*ter or— I" ,�id r. �.rF�-• •fJt f�Y,•�'i��•�+`R +•�T �� I7IrL'1 + NOMINAL RAPID STAR T 0 CTI 8 FIXTURE SEME' s L " - .. .+ ' r F. LENGTH 4 .(430+. �� . � . +OWM A � :ITV/ LAMPROWS . � .. .� +(265MA) -. - ' -i -I •+- +. `JJ,AD ,' .._ ..ADD .. � ADD. . ' `+#1*�.-•�•� + - L ' '•+ •` +F'T +� J►�,. 7�.�!Y+�'-�i!?SL�•+F�.N, 4%rtq��. r_r�.- �ri .rk _s�'r+� i■INCHES)TJI r�._4 .j '.•i •'t-+�anr.y.rra"w+y�� +`- •� J. %i. ,+�• +. ti+. �-•:*�-�.. r+,'� �+-r i- r.� +y -� - � � ��;Y,,.. k�.i.ri#, a..i •.. . ..rt+.+►' .� ,i .+ .f.-{.: +4�.IL �r4 �'+■-�-0"1-arL r■ ... P-5501 P-5502 #; 1 9 RS 'i? R5TW RSETUU *'P-5501 shall have one ballast and two 8' fixtures. T ft: ernv CiE7W NOTE: Add "ES" (after voltage) for Energy Saving Ballast (where applicable). o H0 EMERGENCY APPLICATIONS: All fixtures are available with emergency Components. Specify prefix "PEl" (600 lumen output) or "PEH" (1200 Lumen output. See Emergency brochure in Technical Data section. The louver blades are spaced i st on center on the I -lamp fixture, P-01. Louver is avail- able with 1-1/2 so spacing. Specify suffix "-1-1/2'tt FINISH: Baked White Enamel. LABELS: UL, IBEW. OPTIONS: Available in other lengths. Emergency power pack. For Aluminum Body add suffix ".PAU'. For Electronic Ballast add 'Y to RS or FAO. Esc: RSE or HOE. For cmpl to listing, see Fixture Nomenclature in Technical Data section. �c PRUMEN"I'liAld LIGI-filoll"liG 1774E.21stST. LOSANGELES,, CA 90058 211746.0360 FAX: 213.746.8838 PHOTOMETRIC DATA P-P5501 -48 S ILr I 960 '0EFF1t1E-NTS'-OF UTKIZATION �i-s7,r+'t�i�+ r_f�� .}.�' �+#� �'r..r'ri�•r i4 -"#+ • +'r� _ -.. �*�-r��r�.f�. .fit• '.i.'R+,i�•�. .1• � a .1 +-w*{r�� i„ _•y .�,r...a.��H4* 4�+. �s +�•t��w'- }s. � 7fi• rr+*� �+�i�� +�r � *-# •t- r ��'+•y 1L1G.t '� + - 1 meµ' y. i „��+' -� , +• r+ �• -+--!= �' ~# T F go REFLECTANCE. *r r' :;i 44, �x4 ++1'4'.•1+.#V t �.- iT�fr'* i :+I.i.*r .* yam.. +r.�`.IJ r..i" � ti +y..�. •� �Yt .+.�-*7.d s..-t..r r• ,y +i WALLT`P?.1,*a#•� *+ r + '..-50 -30 --10 70 50 :-30 50 AELCT..r.f/r`. ;ANCE 44 f' ;�. ..'.i'.': . .4t�=mot 1r*..-� �F��-. •�.y�.# •��YtA�.4+� '�*.fi,i��•7�`•.A*'�'N.-r`, a.•;••a'-� ..�+r .. 4 .'�=-_, , f TY''"1cw t*�r i+r; trf+ROOM CAVI �.4 �.r�. FLOORCAVITYREFLECTANCE,200/0",RATIO -.*. ,t.,i *+�• -#�- =r..r;%*244.-. a.+' .&%a.4.WW.L1h ' L+ • #. -Aw A -do ,I&A0 #w.*,i •4,PL&- .t-R sq rw+..: •.s .� w+A rr • ,-.a. i 0 .76 .76 .76 *71 .71 J1 .65 .65 .65 1 .7 . .O .O , .3 . ■ 6 . • 1 . .47 .41 . .3 .40 .37 .3 •50 .41 .3 .33 , .3 .32 *28 •4 .7 - .1 . *2 , .1 7 • . .3 ,1 .2 . .1 .V .7 .1 . .1 .17 •34 25 , .1 .19 ,1 . .1 .17 .1 1 . 3 .1 .2 .1 .1 .21 .17 .1 CEILING SYSTEMS (Specify Mounting Style) M1 Surface Mount INSTALLATION 24ps L -LL 1 1'2M VM � 1J2lt\.e+\ I + PK 5" -�- 1 112" 6 3/4" End of Rug -} 48" or 96" -�-�- ]" Spacing Typ. . Specify Length M2 Stem Mount P-SC-(Specify length) 1 1" �.. � .. W� 7ww Continuous Raw ,f "or" Specify length M3 Cable Mount P-CA-(Specify length) do - Specify Length M3 Cable and Cord Mount P-CA-(Specify length) 2wire and ground 18 ga. rated 10 amps. 7 "Inside K.O. and ' Outside K.O. 1 1/2" i 011/16 ' � s/ls• + 5116"Mounting K.O.'s + 3/16' .`-.�4'fi.=,l LIGHTING 1774 E. 21St ST. LOS ANGELES, CA 90058 213J46.0360 FAX: 213J46.8838�"l�?RUD P-5500 4Isa 01994 PRUDENTIAL LIGHTING CORP. %4 M L X 41or81,2,3or4Lannp Rapid Start la""'m12401 340, 440 Heavy Duty Industrial DIM1Heavy Duty Industrial • Die Formed Channels • Heavy Duty Apertured, (DIM) or Closed Top, (DCIM) Reflector • Deep Draw Full Width Reflector Ribs Add Rigidity • Metal Clad Lampholders with Spring Loaded Sockets Baked White Enamel Finish • Porlux and Porcelain Finishes Available Wire Guards, Gym Guards, Lens Frames, and Metal Louvers Available for Special Applications « Also Available 1n Tandem 8' Lengths Mounting Data Design Features t� T7 '4. t;41 t1116xIK.O.( ) 74 K.O. t) 7132 x 3f8 K.O. (4) bonal 718 K.O. () Construction Channel is code gauge prime cold rolled steel. Die formed with deep grooves for tong hanger. Die formed channel connector assures straight rovers and continuity of ground through set screws. Larrrpholder mounting brackets are easily inserted with snap -ire action. Electrical Ballasts are CBM/E L Class P, positively secured by mounting bolts. Metal clad larnphlders are spring loaded for turret safety. Positive mounting distance assures good lrnpolder contact. Electrical components and fixtures L listed. iEW labeled. Standard , Energy Saving (74) Finish Multistage, iron phosphate pretreatment ensures maximum bonding and rust inhibitor. Lighting grade, baked white enamel finish. 11ItS it t KO () V32 9 3,9 K.O. JAI tal 7,S K0. ( I mial-Con 45-500 43-1/4 4 J-3/4 7 M.O. (t) Ground Suaw Rump Qc- r— 4-114-1 I K.O.0 i Ground Screw Bump 79-11 (Mortal -Consult Factory) 88-14 0 3.1/ N rt Reflectors Die formed cede gauge steel. Deep dreg full width ribs formed with one press stroke. Side flanges lead strength with upward turn. Easily cleaned. Baked white enamel 1 -1 " width. Four foot sections. Reflectors secured b post vFe retaining screw. Reflector aligners provided. Standard with 20% uplight(DIM). Closed top reflector available (DCIM). 101 L C f C U e r IL �r " 0 1 A M Photometries DIM-240 Coefficients -of Utilization Standard Ballast, F40T1 2/CW lamps rated at 3154 lumens. Spacing criterion: (11) 1.29 x mounting height, (J) 1.55 x mounting height For complete photometric report request DIM-240 report #1TL-1 7511 P. Efficiency = 91.16% Candlepower plc 0% PCC Per RCR 70 ## 0% 50 3010 ## ## ## 70 70% 503010 ## ## #9 50 93 0% 30 93 10 93 30% fro 30 86 86 10.50io 86 80 #o% 80 80 0% 0 77 1 96 91 87 84 92 88 84 81 81 79 76 75 73 71 70 68 67 64 87 79 73 68 83 76 71 66 71 66 62 66 62 59 61 58 55 53 79 69 62 56 75 67 60 54 62 66 52 67- 53 49 53 50 46 44 72 61 53 47 69 59 61 46 55 48 44 51 46 41 47 43 39 37 66 54 46 40 63 52 45 39 49 42 37 45 43 36 42 38 34 32 61 48 40 34 58 47 39 34 44 37 32 41 35 31 38 33 30 2 7 56 44 36 30 54 42 35 30 40 33 28 37 31 27 35 30 26 24 91 52 40 32 27 50 38 31 26 36 30 25 34 28 24 32 27 23 21 48 36 29 24 46 35 28 23 33 27 22 31 26 22 29 24 21 19 10 45 33 26 21 43 32 26 21 30 24 20 29 23 19 27 22 19 17 Zonal Lumen summon Zone Lumens ° Lamp %F xtur 0-30 1177 18.68 20.49 0.40 1995 31.66 34.73 0-60 373 59.165.05 0- 90 4837 76.7784.22 90- 1 0 907 14.39 15.8 0-180 5743 91.16 100.00 Ordering In or do Example DIM-240 -- - 4 Z sh 8T Tandem {8' Length} DINT Apertured Reflector DCIM Closed Top Reflector A c es o ri es (Order separately) Number of Lamps 2,3or4 (Not Included) Wattage (Length) 40-40 W (48") Voltage 120V or 277V Consult Factory AIB Spacer A- Frame & Lens (Use 2 per fixture) 4FT ATGm4 Tong Hanger GG 113i- Wire Glyn Guard (Use 2 per fixture) 4FTwU YC- Chain Flanger ID12 Long Connector 3611 Use 2 per fixture) A Stem Sets W x 1.& Wire Guard (Specify Length) 4 *-U AS Swivel Stun c a 1/SLw Metal Egg Sets 49ft3/4=U Crate Louver (Specify Length) MECLo,L' UsL., Metal Egg CEP Closed End 9-4 2-o Crate Louver Plates Additional Options and Accessories Available. See Options and Accessories section. Specifications & Dimensions ensions subject to change without notice. (4 9) ADV890444 M ETALUX P.O. Box 1207 Americus, Georgia 31709 912-924-8000 Fax 912-924-5507 00 COOPER Cooper Lighting Approval 11-L./ loe I. Angie Along 11 Across .L 0 120 1420 1420 10 1392 1408 1422 20 1343 1396 1448 30 123.4 1347 1466 40 1033 1235 1408 50 802 1110 1198 60 574 887 877 70 39 563 460 0 136 244 155 90 9 32 1 100 23 49 43 110 59 96 91 120 103 171 159 130 13 230 236 140 182 250 291 150 212 228 284 160 231 231 249 170 247 252 50 186 251 251 251 Typical VCP Percentages Height Along Height Across Roam size Ft. 1 ,,1 16501 1 3d,01 1 e0l 40 x 40 45 51 45 4 60 x 60 41 44 42 44 60 X 100 39 41 41 4 100 50 43 46 44 46 100 X 100 40 41 42 42 Add desired options to cataieg number in the order fisted below. GL Single Element Fusing GW! Double Element Fusing EL4 Emergency Lighting self-contained LE3 Energy Saving Ballast RIFT Radio Interference Suppressor 6-3/1 8 SJT- C&P-515P Cord&Plug(120V) 6-3/18 SJT- C-71 SP Cord & Plug 27 DL Damp Location Label 1 Plug-in Option (Consult PI Option Cata, W Page) TILW Tandem In -Line Wiring Option (Consult TILW Option Catalog Page) POR Porcelain Finish PDX Porlx Finish Additional Options and Accessories Available. See Options and Accessories Section, Shipping Inforiation Catalog No. wto DIM,w240 15 lbs. STDIM=240 30 lbs. DIM�340 25 lbs. DIM-440 25 lbs. .fob Infoi-n atio .. T LU 2' x 41,3 Lamp Rapid Start 2GS1340 Recessed Static 2GSIRecessed Static Specification Grade Reinforced Flat white Steel Door, Mitered Corners "V-Sealed Metal To Metal Door Eliminates Foam Gasket • Cam Latch/Safe-T Hinge • Die Embossed Housing End Plates Secured with Interlocking Tags and Screws Four Auxiliary Rixture End Suspension Points Provided • End Plate Grid -Lock Feature • Efficient Heat Removal oval option Door Frames Flat White Steel White1i 1� /-.. __ - . Latches Ceiling Compatibility -Grid/La-Ire Standard Design Features Flat White Extruded Aluminum elf-arnming White spring Li Latches -Concealed T SSR Regressed White Steel -`lot Grid Construction - " deep recessed housing, one-piece, die formed code gauge, prime cold rolled steel. Embossed housing has full length die formed stiffeners for added strength. off -center ballast cover, easily removed without fools. Die formed captive larnpholder bracket fulls encloses lampholder Wring permitting easy lamph lder replacement, Heavy end plates, securely attached, assure accurate row length without buildup. Ample KOs for continuous row wiring. End plates have labor saving integral Grid -Lock feature for safety and onvenience. Electrical Ballasts are CBM ETL class "P" positively secured b mounting bolts. Pressure lock lampholders. Electrical components and fixtures UL listed and I EW labeled. System Input Watts: standard (138), Energy saving(108) Finish Electrostatically applied baked white polyester powder enamel finish. Minimum reflectance 90%. Multistage cleaning cycle, iron phosphate coating with rust inhibitor. conveoried application and baking tinning accurately controlled at an elevated temperature. White Latches -- -- -- �.--- 48 -� 3.14 ' i-s.ies•3•8 a3•a SXR Regressed Natural Anodized Aluminum Plated Latches F-Range Trim supporting swing Gates 2GSKRD Deep F egres-z. Extruded Natural Anod..-aj Alurninum - r1odular Tr.4-h- Self -camming Plated Sprang Latch supporting Swing Gates Hinging/Latching Positive carat action steel latches -Nith baked white enamel finish. Safety -lock -hinges allow hinging and latching either, ,side. Frame/Shielding Die formed, heavy ElUget flat t %-' e.$ door with reinforced corners and ba Z- J white enamel finish.I&T sealed metal to metal door eliminates foarn gasket. Licit stabilized 100% virgin acrylic pr-smatic shielding. standard ft 12 pattern. Optional shielding available. Trim Ceiling Exposed Grid Uncealed T Slot Grid Flange F Metal Pan* ATs Compatibility verification. consult factory a 0 Ln N �V CD 0 CD a Cn lam M __Z. , Photometrics 2GS-340A Coefficients of Utilization Standard Ballast, F40T12 C l lamps rated at 3150 lumens. Spacing criterion; 11 1.3 mounting height, 1 1.4 x mounting height For complete photometric report request 2GS-340A report LS1-454 . Efficiency = 72.4 % Candlepower pf 0% pw 70 50 80 10 70 50 3010 88 30 10 50 30 10 60 30 10 RCR 1 80 77 75 72 78 70 73 71 72 70 89 70 68 67 67 66 65 63 it 74 89 85 81 72 68 64 51 65 82 59 53 80 58 61 - — -- 59 - - - 57 55 88 82 57 53 67 61 55 A 1 52 .!� 59 55 51 ■YYYr.-■q..rp.4P.=1=■n.•.- 57 54 51 55 52 59 4 83 55 50 45 62 1 55 1 I 1 50 11 . 1 1■ 45 I!. i 53 48 45 51 47 44 50 47 44 4 58 50 44 49 57 49 43 39 48 I�.._..�_ 43 39 46 42' 39 45 41 38 ^... 37 . 54 45 39 35 53 44 39 35 43 38 34 42 37 34 41 37 34 32 7 50 41 35 31 49 40 34 30 39 34 30 38 33 30 37 33 30 28 46 35 31 27 45 30 30 26 35 30 26 34 30 26 33 29 26 25 A 42 w1 83 27 23 41 32 27 1 23 1 1■ 1 ■ I 32 �Y 25 23 31 26 ■i..=..I�ia.. 23 39 26 23 21 10 39 89 24 20 38 29 24 20 29 24 20 28 23 20 27 23 20 19 Zonal Lumen Summary Zone Lumens %L mp %Fix ure - I. 1 ■ 1 1 YI 1.■r•Y. Yip l..rYr•i•i•i� 0-30 2202 23.30 r 32.17 0-40 3549 38.62 53.32 0-60 5946 62.93 86.88 - 90 5845 72.43 100.00 0-180 6845 72.43 100.0O Ordering Information Example 2GS-340A HR Heat Removal (Not available -- XRO Door) D Heat Removal Control Damper 2' Width Trim Type m Consult Factory G Grid/Lay-in - Standard G Concealed T Convertible Fixture t n- G Slot Grid lord G (Grid) Type -Fixtures l n rll'"1'-1 can b field converted y dd- ing trim kits. See Compatibility C Modular grim Section or Consult Factory, Series Standard Flat White Steel Door (Leave Blank) XF** Flat White Extruded Aluminum Door SR 5/16" Regressed White Steel Door XR 5/16" Regressed Natural Anodized Aluminum Door XRD 5/8" Deep Regressed Extruded Natural Anodized Aluminum Door Number of La m ps (Not Included) 1 1 l 1 y�. 1 000 Angle Along 11 4" Across 1 0 2 2741 2741 5 2 2 2743 2745 10 269Z 2720 2743 15 263 2683 232 20 2555 2624 201 25 24.E 2559 2667 30 2 31z. 2477 2605 35 212w 2359 2465 40 186, 2147 2234 5 160. 1774 1896 50 129E' 1364 1508 55 1017 988 1162 00 OR 02 69 84 65 5,r i.. 415 542 Typical VCP Percentages Bevan Size (Ft.) Height SOS, Along 1060, Height SOS, Across 1060, 20 x 20 68 71 65 59 30 x 30 60 64 59 6 30 x 50 51 55 50 54 60 x 30 81 66 80 8 60 x 60 51 54 50 5 Wattage {Length} 40-40 W (48") 1 2 Pattern Acrylic Al 25 #12 Pattern Acrylic . 125 thick) A-19/i56 #19 Pattern Acrylic ,15 " thick) 1 A 48 Injection Molded Acrylic .15 " thick) RAD 2 Batwing Distribution PSIS Silver Parabolic Louver 1211x12"x12 A Dropped Dish — 1tte White Acrylic Additional Shielding Media Available. See Accessory Section, GL Internal Single Element Fusing NDF Flat Natural Anodized LCWM! F40/Cool White ES2 Energy Saving Lamps, Installed EL4 Emergency Lighting self-contained LE3 Energy Saving ..Ballast R1F1 Radio Interference Suppressor FR Suitable for Flre Rated Applications EQ T-BAR Safety Earthquake Clips MEP Modified End Plate/For End Filler Applications See Accessary Section Additional Options and Acess.,.r'es Available. See Accessory Section, i3elf- amming spring loaded latches on mF and XRDj Shipping Information �* Flat natural Aluminum Door Available • NDF (SeeOptions) Catalog No. wtv 2GSw 3 40A 31 lbs,, Specifications & Dimensions subject to change without notice. (4 89) ADV890352 Applies to all door frame styles. METALUX P.D. Box 1207 Americus, Georgia 31709 912-924-8000 Fax 912-924-5507 COOPER LIGHTING Approval Job information . . . . . . . . . . . -f. -014 4 -0 f.4 JY 4d,-OZ' )M —k 4 F 4d 01VAU" PA 1 CAVA M99.310 kAIMAN 0 . inadk �" U W'W%""" A traW S M • OWAD 16 4 4018, C50321 C7C A family oF low brightne with 18W, 2bW and 32 Standard features includ non-Imanina ontiml rp-fl, 1 it; LJUIIubl Upt:vUlub U11 11 Triple lamps. Adjustable: model) snap locks lamps 41 and cannot be disturbed I maintenance. These o ti( performance in glare rnee uniform wide beam deoi pa es 26-27 for matchin( a if U rt: 10; One r Re ledc .;. nn� mr • • 1PIt lcis( S, a nn� MUM 3 See ash i beai prtre Lamp: Housing Nc 911IF: FALperrure ,*jisze:o Lamp: 26w' Housing No: C601 Ballast: 1 E, 2E rrims: 605C 6051 kccessories: TRR-6. Rperture biziE Lamp: Housing No: *I id I (Uj 2E 35C 35 1 • $PIP 'THPIE 60110SI A F)R 2ECF rim rinc A I K-P, AU �mer trim r 'n flanged) LU uN1 HL �R� i E"JURAL UGHTr�.t. ING, M :A ...............::.:.. t -x% ...... . IDELtTRIP,LEBEAM! VD . ... ..... MRACT, FLUORESCENT andleeower Vistributic mnwb-*� 4018-4050LI est No: H21024 3MP: 1 BW PLC' 150 umens. 1 f200 utoff: 55 200 r3lk a VA 1 01 ni /0 07 ZZ I I MAI Y Energy Data Ballast: Wattse. Amp I E 20 0.18 andlepower 01-stributiC 6032-605OLI est No: H22185 :Imp: 26W Tff 200 Limans! 1 BOO Etticiency: 5Y.6% ,-.nergy Data Anlinst! Watts: Amr: andleeower Vistributic nw-ww� 7032-70SOLI ast Na: H23179 f IMT%! i?w M ?on ullaIrl coil wil I ,;.nergy vato y. Cone Ot Li� Di-slance to Ll Dne Ut stance to iminntarl Plon dp Dne Ot. Lig] stance to • • ZA m d Fat [Z,] a I Me ■ • PTO Us *Dole • *vote, Rk ... . . ..... le f UG HA ll�' ••� xa■ —WAI, by06 �' i•�- _'. `} x - -'fit ■w� _ • • + % i - 00 f•'� •,F +_.'}:tea•ilk ` , - �, �`•; *;•.* �yy _ i • �� ' 6F 17700-7sefies Specifics • _# a +� It,■' 'rt {' ' *r#' Vw zi .dr +. •+ .; -- ,�"�' •' C. y. '? meµ': .Jh * ' +r db :• ""�.± ►.+y • ry+ + yr. +r � � - � � � �.Y +a � � f -+•+ , Ap JM 5P + +• ` ,ice#�� `#' ■ Ste., 4.. +i * + , . A -Mac 4. .. + +, . '6 Jr + • tea+ ' ' 'd # , +� ! •+ , • L } • J % -. { • , i 4' i. *� J■� #'� * �. M J - . • t do + + • ` 'S . ti.: • *�''+ ` • ++fr, 5 if!' J 3'4 , + •` , ,` �a * �RL � ra t rAi t + Lt '' k_ 3'F•y+. } ,- '' - • a a Y• _ .' lonsfoo • • s • • • • # • • • a • • • ! • go ***goes** • • • a Dimensions — Ceiling Mount 17700 Series, Non7ina I ` Width x 4' Length (14): L = 51.25" Nominal 16""' Width x 4' Length (64): L = 51*25," W = 12 "" H = 5 " W= 16 "" H = 5"" Housing — Qne piece die formed prime grade material as specified —see ordering information. Corners continuously welded and smooth For a single piece clamshell type barrier resistant to penetration or contraband concealment. Hinge -- Continuous heavy gauge piano type with .500 inch knuckle. .125 inch diameter pin spotwe(ded to knuckle to prevent removal. Hinge spotwefded to Rousing. Mounts to internal '/.&-20 baseplate bolts via keyholes for easy installation and maintenance. Baseplate — Prime grade housing material or as specified ---see ordering information, Die formed blade trap (.375 inch min) to prevent contraband concealment and access. Embossed mounting standoffs to prevent distortion. Lens Retention -- Secured by brackets of housing gauge material. Mounted to thru-studs spaced at 6" (maximum) intervals. Luminous Seal — Polyurethane foam prevents light teaks from luminaire base. 1771 V L F I SeriesSi Z e - • # i * * # • # • 64 1 "W 'L ■ ■ # a i i • • ■ � Housing/Base Material 14 Ga. Steel -White (standard) ■ 1 16 Ga. Steel -White 14 Ga. StarInfes -White Ga. Stain s-W ite • 14 Ga. Stain less-B rushed 16 Ga. Stainless -Brushed ■ * ■ # i JF # i Number of Lampsi 1 one ■ ■ Two i • • , Three N/A With Size 14 ) a i ■ i � 4 Four (N/A With Size 14) � ■ Lamp Type • #■#■++■■■■0■,■■■■■see ■i.riirii0i■■■■■iii#oE*i■sib ; ■ � y # 32 F3 2T8 40 F40T1 2. # ■ ■ # i * i • Ballast Tr Q an it - M*r�*■+ia■■a■i*•J!#,■st■ii#0 $ii1#i}0■a■■e**■� � 4 B Electronic 1 One Per Fixture FB standard) B Magnetic E (standard) 2 Two Per Future ■ Voltage •#•.,■•ai■■a•Fi■■•■••F•i##a■i•F■#■•#• ■■■•r• #f*fit* ■*, i■ IF 40■■64*#■#0■■fa MW0�##.* * # ■ 1 1 20V ■ i ■ Lens (inner/Outer) ■ ■ i##■i,i ii r#JF�.■ii�#*■ia��*ii#■#■JF#i■■■■■■a■ilia ■■*■■�#M•■#. i, ii ii si * i 0 No Leas 7" 0. 187 clear Polycarbonate 0.125 clear Polycarbonate 8 0.187 clear Tempered Glass 1 0.125 Prismatic Acrylic 9 0.250clear Polycarbonate 0.1 5 Prismatic Polycarbonate A 0.250 Clear Tempered Glass 0. 12 5 Textured Poly arbonate B 0.375 clear Polycarbonate 4 0.156 Prismatic Polycarbonate c 0r3 Clear Tempered Grass R 0.15 Prismatic Tempered Glass P 0.500 clear Tempered Glass 6 0. 187 Prismatic Polycarbonate N 0.750 clear Tempered Glass Fasteners •a•i■e.■i#•r• # JF�i�fff �i•ir �i■a■ *��#a!•��*■ii##iaai is Jla■*,■■#JY��■■�IF JGP•�*■■;■!,##■■i■■ail#■r0ia**0 *♦i.**■. ii i■#ai■■i■+■ ■ i 1 POSI RIP JORX /Center Pin) o OvalgripT%l Oval Head) Allen Head Irv/center Piro • a Options........ 04 D*a 0*0"8694064 ■M#,.#■i■■a#■met ■i■ii■i•■■■#t#*#*iM•■*#Mil#a■■■a■■#f■■##+ii*�#■, ■■■. ■aaiait L Suitable Damp Locations lF Radio interference Filter EL Emergency Battery Pack: SK Speaker Housing Extension One Lamp, boo Lumens, 90 . ins TN Indicate 5, 7 or 9W PL Night Light (lamp not included) F5 Single HLP,/GLR Fuse & Alder UV Ultraviolet Filter ion 11 ' Jr Y 4 ii + `- n • ,.i + - r t .x - .' jtis ."M T, 'rt . 1�,r4 �1►. + fiti},� Y*r #f4 �i�r �'. it �i+ f } '* w� S• �� RI 17- , • 5 # #'r R1 •' �c C S -L - ram! ■' Y+ i„T# I� + !! i ~' ► y +k '�y ` Jk•�i �"•fir' n. iL � -Jr.�+j� ♦��•�# .. � r�� +'' rl+,•`�..i+.L;yf � +■. 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Aran I sanale over Vis#ril ut1a 3-7'10L[ est o; H23178 amp: 32W T'f7" 250 us: 2,A00 0 Utoff: 450 ierg vato 31fa.5t: Wa i Amps: 1 , ondlepower V tri-ut1 UWAVICt 'I PI I .0r.-Ir: • UQU N r ass: 1000 ..,.% Pingic rixrure . - rram if au - Multi le Fixture ' Distance From . We Distance From Fixture Along WcII Spacing Between Factures D D 0 1' 20 3' f f 5 D N" a 41 1 MO 1 own 12 11 12 8 5 2 1 0 0 20 20 20 14 1 3 8 6 4 2 0 0 0 3 21 20 21 11 1 5 5 A 3 1 1 0 4 15 15 15 9 3 2 1 0 0 11 11 11 V 3 2 2 2 1 1 16 7 8 7 5 7 2 2 2 1 1 1 7 5 5_ 5 1 1 1 ] 1 1 0 4 4 4 3 1 1 1 1 1 1 09 3 3 3 2 2 10 1 ] 1 1 1 0 0 10 2 2 2 2 2 Single Fu tore 2. 5' From Wall 2` Distance From Wall Distance From Fixture Along lull Spacing Between Fixtures DID H it21 3' f 0' 5 DD • . 1 5 2 1 0 0 0 1 15 15 15 10 5 3 1 0 0 16 15 16 11 , 3 7 5 3 1 0 0 0 3 18 17 18 11 7 3 2 0 0 0 4 16 17 16 9 8 5 54 3 2 1 0 0 5 14 14 8 7 5 4 4 3 2 1 0 6 11 11 11 7 3 3 2 2 i 1 0 7 9 9 9 5 5 2 2 2 1 1 0 a 7 7 7 2 2 2 1 1 1 0 9 5 6 5 10 1 1 1 1 1 1 0 10 A 4 4 3 3 Sin!Rle Fixture .5' From WcII 2.5' Distance From Wall Distance From Fixture Along Wall rrrr_I+r r r.rr_r.r�.r_•r�.._ Spacing O.VAP� Between Fixtures D 13 if21 3f 51 6P DD . 5 3] 0 0 0 8 8 8 7 5 11 8 4 2 1 0 0 2 1 " 13 .—,._ 1--- 12 9 14 11 5 2 1 0 0 3 19 16 19 15 10 12 10 6 3 1 0 0 4 19 18 19 15 13 5 9 7 6 4 2 1 0 5 16 16 16 13 12 5 5 3 2 1 1 6 14 14 14 11 10 3 2 1 1 7 11 11 11 9 3 3 2 2 1 0 9 9 8 3 3 2 2 2 1 1 9 8 8 8 10 2 2 2 2 1 1 1 10 6 7 6 5 Single Fixture 2. 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TLX ' or 81 1 or 2 Lamp Rapid Start AWL 1140, 240 IndustrialNaportite AYTLI Indus#rial/Ya portite Specification Grade • Suitable For Wet Locations Only in Ceiling Installations Protected From Rain and Spray Extruded Aluminum Housing For Durability and Gaoler Component Operation Enclosed & Gasketed With Full Perimeter Seal • Low Brightness Prismatic Acrylic Lens With DR Additive To Prevent Breakage • Positive -Lock Cam Latching Safety Suspension Lens Cables Baked White Enamel Finish Options[ Paralux Finish Available Also Available in Tandem 8' Lengths Mounting Data Design Features MAI I W j & I [13-518J 7-Ve — Construction Housing is premium grade extruded aluminum Wth die cast aluminum end caps for durability and cooler ballast and lamp operation. Housing has no K.O.'s on top. * K.O. at each end. Mounting brackets and watertight hubs included for end wiling entrance and mounting (ceiling only). Cloased cell neoprene gasketing bonded in -channel to form a continuous perimeter seal for the diffuser. Diffuser held firmly to housing by six positive -lock cam action latches on 4t unit and tern latches on ' unit* Latches are cadmium plated steel. Electrical Ballast, CB L Class P Certified, suitable to +500 F. (Cold temperature ballast available suitable to 00 F). Ballast securely attached to housing with mounting bolts. Wireway corer easily removed without.tools. Pressure loch larnpbolders. fixture UL listed and IBEW labeled. (Standard), (Energy Saving) 1(2, 2)2) Finish Electrostatically applied baked white polyester powder enamel finish. Minimum reflectance %. Multistage cleaning cycle, iron phosphate coating with rust inhibitor. Conveyors ed application and baking tinning accurately controlled at an elevated temperature. Optional Porlux finish available. Sh l in Leas formed from 1% virgin acrylic with % DR additive andinternal prisms for ease of maintenance. Lens retained by safety suspension cabinet. Optional non -prismatic clear lens available. rO E CX C in WA r C so Photometrics AVTL-240DR-DL Standard Ballast F40T1 2/CW lamps rated at 3200 lumens. Spacing critedon: (II) 1.24 x mounting height, (J) 1.56 x mounting height For complete photometric report request AVl"L-244DR-DL report #K2269261 . Efficiency = 71,90% Coefficients of utilization Plc 20% p c PW c 70 83 o% 503010 83 83 83 70 79 0% 503010 79 79 79 50 73 % 30 73 10 73 30% 50 30 67 67 10 67 50 62 10% 30 52 10 62 0% 0 60 1 73 69 65 02 73 66 63 59 61 58 55 56 54 51 51 50 48 45 06 59 53 48 83 56 51 47 52 48 44 48 44 41 44 .41 38- 36 59 51 44 39 56 49 43 38 45 40 36 41 37 34 38 35 32 29 54 45 38 33 51 43 37 32 39 34 30 38 32 28 33 30 27 25 0 33 28 47 38 32 27 35 30 25 32 28 24 30 26 23 21 45 35 29 24 43 34 23 23 31 26 22 29 24 21 27 23 20 16 42 32 25 21 40 31 25 20 28 23 19 26 22 18 24 20 17 10 8 39 9 23 18 37 28 22 18 26 21 17 24 19 16 22 18 15 14 36 26 20 10 35 25 20 16 24 19 15 22 18 14 21 17 14 12 10 34 24 18 15 32 23 13 14 22 17 14 20 16 13 19 15 12 11 Zonal Lumen Summary Zone Lumen %Lam %Fixtur 0-30 760 11.89 16.53 0-40 1299 20.31 28.25 0-60 2508 39.20 54.51 0-90 3826 59.79 83.16 90.10 775 12.11 16.84 0 -180 4 601 71.90 100.00 Ordering Infor: ation Example AVTL-240DR-DL T Tandem (8' Length) Series ceiling Lire Number of Lammm 1 or 2 (blot Included) Wattage (Length) 40-40 W (48") DR -Internal Prismatic Lens/50% DR High Impact Additive (Standard) CL-Clear Lens 1 Candlepower Angie Along 11 100 Across .L 0 933 933 933 10 912 921 93 20 860 901 954 30 774 875 976 40 649 838 969 50 486 757 912 60 314 638 87 70 169 520 71 80 68 407 574 90 14 35 443 100 12 261 42 110 11 155 367 120 9 131 261 130 7 43 144 140 3 11 55 150 1 0 15 160 0 0 3 170 0 0 180 /0 V 0 0 Typical YCP Percentages Height Along Height Across Room Size t. i.o' 1*1 13.0' 1., 40 x40 24 26 29 33 60 x 60 22 23 25 28 60 x 100 21 21 22 23 10 X 60 26 26 28 30 100 X 100 23 23 24 25 Voltage 120V or 277V Consult Factory Mounting Bracket (Provides1-1 2i clearance from ceiling to fixture. Y4 chains may also be utilized with mounting brackets.) latertite Hub (Mount*Ing Bracket and Watertite Hub included, conduit byothers) Specifications & Dimensions subject to change without notice. ( 89) ADV890472 METALUX P.O. Box 1207 Americus, Georgia 31 709 912-924-8000 Fax 912-924-5507 COOPER LIGHTING COOPER t4DUSTRIESJ Approval Add desired options to catalog number I in the order listed below. 1 DL GL Single Element Fusing GM Double Element Fusing EL4 Emergency Lighting self-contained LE3 Energy Saving Ballast RiFi Radio Interference Suppressor L Damp Location Labeled (Standard) Suitable for wet 1b,cations one in ceiling installations protected from ral n and spray. Additional Options and Accessories Available. See Options and Accessory Section. Shipping Inforn ation Catalog No. wt. AYTL-140DR-DL 251bs. 8TAVTL-1 40DR-DL 451bs AVTLw240DRdPDL 251bs. 8TAVTL-240DR-DL 501bs. Job Information * M L X 1'x4',2or3Lamp Rapid Start MC12.40IM1340 Surface, Modular MISuirface, Modular • Low Profile/Modular Look 0 0 0 0 Die Formed Housing Surface or Stem Mounting, Single or Contiguous Row. End and Side Panels Secured With Interlocking Tabs Fuld Seam Welded Corners Dihedral Recessed Top Design For Cooler Operation Reinforced, Quadrasealed Flat White Steed Door, Mitered Corners Cam Latch/Safe-T Hinge Door Frames MC or M Ftet White Steel White Latches MCXF or MXF Flat White Extruded Aluminum Self-carnming White Spring Lrj=..:Latches Stem Mounting Methods Single Fixture Application Consult Factory for Continuous Row Application Design Feu r 1318 K () 11116 K. (4) 1 IF 2KO (1) ? 9 KO 151 0 9.1 8 1.14,4 ;X 4 +X r--11116K0. (4) lSR or MSR Regressed White Steel White L�F�, Latches 4 Point Suspension (utilizes Standard Ks (Consult Factory) For: M - 40 TMC- 4 M- 4 TM- 40 Construction. Housing die formed code gauge prime cold roiled steel. Smooth sides permit flush ioint for continuous row mounting. Full seam welded corners. Dihedral recessed top design insures cooler ballast operation. Die formed capture lampholder bracket fully encloses wiring permitting easy lampholder replacement. Ballast coders easily removed without tools. Electrical Ballasts are eBl L class "lam" and positively secured by mounting bolts. Pressure lock larpholders. Electrical components and fixtures ILL{ listed and IBEW labeled. System Input Watts: (Standard)(Energy Saving 240 (92)(72),, 840 13 108) FInish Electrostatically applied baked white polyester powder enamel finish. Minimum reflectance 00%. Multistage cleaning cycle, iron phosphate coating with rust inhibitor. eon eyori ed application and baking tuning accurately controlled at an elevated temperature. 11 Hinging/Latching Positive earn action steel latches with baked white enamel finish. Safety lock T-hinges allow hinging and latching either side. Frame/Shielding Die formed, heavy gauge, flat steel door with reinforced corners and baked white enamel finish. Quadrasealed to prevent light spillage. l...lght stabilized 100% Virgin acrylic prismatic shielding. Standard #12 pattern. Optional shielding available. F 1 •?J to 41 A$ 12 o (2) & VS X- (M N 0 1 s•1915 �e XR or MXR Regressed Natural Anodized Aluminum Plated LJ# :07 WS Latches Gh MCXRD or M RD Deep Regressed Extruded Natural Anodized Aluminum Self-earnming Plated Spring Latches G C cc C rz is .. MC-240A Coefficients of Utilization 4J W 1 C, � t I - T s.J t 1 L f V V IOC # P Q J Q VU %.A GL L 3150 lumens. Spacing criterion: (11) 1.2 x mounting height, (1) 1.2 x mounting height V U1 %wtd I I IIJ I U L P1 IU t U1 i I V Lr Ito I UPU r L I Uq UUZ� L MC-240A report #M-1 52. Efficiency = 58.29% Candlepower 11 pfc 20% PCC w RCR 0 70 69 80% 50 30 69 69 10 69 70 68 0 % 50 80 68 68 10 68 0% 503010 65 65 65 0% 5030 62 62 10 62 10% 5030 59 59 10 58 0% 58 1 64 62 60 58 63 60 66 57 58 56 55 56 54 53 64 53 52 50 59 65 61 48 58 54 51 48 52 49 47 50 48 46 48 46 45 44 55 49 45 41 53 48 44 41 46 43 40 45 42 40 43 41 39 38 50 44 39 36 49 43 39 36 42 38 35 41 37 35 39 37 34 33 47 40 35 32 46 39 35 31 38 34 31 37 33 31 36 33 30 29 43 36 31 28 42 36 31 28 35 31 28 31 30 27 33 30 27 26 7 40 33 28 25 39 33 28 25 32 28 25 31 27 25 .30 27 24 23 38 30 26 23 37 30 26 22 29 25 22 29 25 22 28 25 22 21 35 28 23 20 35 28 23 20 27 23 20 26 23 20 26 23 20 19 10 33 26 22 19 32 26 21 19 25 21 19 25 21 18 24 21 18 17 Zonal Lumen Summary Zane Lumens ° La p %Fi t r . Angle Along 11 " Across JL 0 1691 1691 1691 5 1673 1680 1686 10 1653 1658 1657 15 1616 1615 1610 20 1550 1562 1550 25 1492 1484 1452 30 1395 1366 1349 35 1284 1249 1198 40 1112 1075 1016 45 91 883 849 50 735 661 662 55 561 485 50 60 427 320 374 65 307 210 257 70 209 141 14 75 151 131 136 80 93 109 99 85 64 67 55 90 0 0 0 Typical VCP Percentages Height Along Height Across Room r Size (Ft.) ass, 1000, 8# ' 1060, 0-30 1297 20.58 35.32 20 x 20 64 68 66 70 0-40 2071 32.87 56.40 30 x 30 57 61 58 63 0-60 3218 51.07 87.53 • 30 x 60' 8 51 49 53 0- 0 3672 58.29 100.00 60x 30 59 63 59 64 0 -180 3672 58.29 100.00 60 x 60 48 51 49 52 Ordering Infornna ion Example MC-240A T Tandem (8' Length) Series C 1' Width 2 Lamp ! 1' Width 3 Lamp Standard Flat White Steel Door (Leave Blank) XF** flat White Extruded Aluminum Door SR 5/1 6" Regressed White Steel Door XR 5/1 fi" Regressed Natural Anodized Aluminum Door XRD 5f8" Deep Regressed Extruded Natural Anodized Aluminum Door ** Flat Natural Aluminum Door Available - N D F (See Options) Number f Lamps 2 or 3 (Not Included) Wattage Length) 40-40 W (48") . # 12 Pattern Acrylic Al 25 #12 Pattern Acrylic .12 1' thick) Al 1 #19 Pattern Acrylic . 156" thick) IMA 48 Injection Molded Acrylic(1 " thick) RAD 2 . Battering Distribution P131S Sliver Parabolic_ Louver 1 2 "x 1 2" 1 2'J A fro ed n;ch -- GL Internal Single Element Fusing NDF Flat Natural Anodized Aluminum Door LCWM/ F40/Cook While Energy ES2 Saving Lamps, Installed EL4 Emergency Lighting self-contained LE3 Energy Saving Ballast R[Fi Radio Interference Suppressor LD Low Density VRS Vandal Resistant Additional Options and Acessories Available. See Accessary Section Accessories (Order Separately) Stem Sets (Specify Length) S Swivel Stern Sets (Specify Length) Additional accesories available. Sea options and accessories section. Shipping Infor; a i on Catalog No. wto HH Cw2A 25 iS. Fixture Specifications may vary on Matte White Acrylic 1 4 tandem unlit - Consult Factory Additional Shielding Media Available. STIMC-240A 50 i e. See Accessory Section. M=340A 30 lbs. 8TMW340A 55 Ibs. Specifications & Dimensions subject to change without notice. (l 9) ADV690302 Applies to all door frame styes, METALUX P.O. 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This clean luminous fixture is versatile and a good value. It is solidly constructed and fully enclosed, yet easily serviced. Although intended for institutional and commercial applications, it is equally suited for residen- tial use. Offe'red in 3 standard sizes, it is easily modified for special lengths. Trim and finish options add to its versatility. See fixture 673 in this section for a companion wall sconce. DESIGN: Randy Borden Shaper Lig ting ;3 1.1 P F_ 0�_ —mmm — P-0 M N—PI W N A 605 �w: . k . .� . ... «: :: • # .Al, } 1. _ * ' S FT1171•4 .L#3� l r� �� - ��• ' �+ , r F �* �� Y ,�.: y ram: r 4+r,4 VANITY FIXTURE '1�=r�L,:+�►1r�f#+�#�+L��f�+R'��ri�'+►�.C�y,Nw�"* •�i�Ss'+�f��4i 4 �,yw��r�#��..'�+r�.+r:tr"��r' *+�f��'{i�i+� '�Y.�=++ .�`, LAMPS / BALLASTS 24" Incandescent: 3 • 4OW max (TI Ofirosted), (120V only). F1 uorescent:2 compact 26W (F26DTT), (120V or 277V electronic only). 30" Incandescent: 3 - 40W max (T1 Ofirosted), (120V only). Fluorescent: 2 compact 27W (F27TT), (120V or 277V). 36" Incandescent: 4 - 40W max JT I 0/frosted), ( 120V only). Fluorescent: 2 compact 39W (F39TT), (120V or 277V). 48" Incandescent: 4 - 40W max (T10/frosled), (120Vonly). Fluorescent: 2 compact 40W (F40TT), (120V or 277V). Note: Call factory for special lengths, Standard ballasts are High Power Factor (HPF) class "P" thermally protected. Electronic ballasts (SSB) and dimming ballasts (DIM) are available, (4-pin lamps required). See "Ballasts" and "Lamps" in Section G. Lamps not included. MATERIALS /FIXTURE LOCATION For Interior use only. Solid aluminum construction used for painted or plated finishes. FINISHES Diffuser: 1/8" White acrylic (sanded finish optionaF). Frame: MW -- Matte White MB Matte Black CC —Custom Color SAL -- Satin Aluminum w/ Clear Lacquer MOUNTING PC — polished Chrome SC -- SatinChrome P13 — Polished Brass S13 — Satin Brass Standard - 4° J—Box or plaster ring. 36" and 48" fixtures have mounting holes for fastening to wall by. others. Box renters on back. co + ru==. 1 24" 2411 3 0" 012 36" 36" 4811 {r'or,.�y ,* �, y� #*��+�'•iT3.:;'' * '1,. w•Y.y..'� �F:";,x i ;•>k+y1+�.. - .K� �.ti--,4� .�1 '# ,f. r '� + �; ' 1, �'-r'.:',� �,.`% ` �;* _ * .y �,,..� „�. ��,,r t:+ '-'F'# v,, .ix�, y,.. ;`•...`++: ,.'-n�' ,�' ';i'f, o�r��f:'.�:s , ir' i�+Y. 'i .�,r•. ,k. y OPTIONS Trim bars spaced 2 " from each end, specify suffix TB. For companion gall scarce see Spec No. 673 in catalog Section C. 4 UL /IBEW LABELLED S E C G U I D E s r- SPEC NO. LENGTH 2 ", 3011, 36" or 48" FINISH See notes 605=30,oCF=277=NAwTB TAMPING � � � VOLTAGE INC = Incandescent CF = Compact Fluorescent OPTIONS TB = End Trim a rs SAND = Sanded Acrylic INC :12 = 120V (only vollo a available) CF :120 120V High Poorer Factor 77 277V HPF 12088 277SSB = Elecironic Ballasts Shaper Lighting Copyright @ 199 1141 Marina Way South, Richmond, CA 94894-37 2 1 o 234-2370 Fax 1 o 284-2871 LED M(Philben provides a high quality specification grade die- eand Standards: brushed aluminum face; black, white and e (,amps •The LED (light emitting • U.L. listed to Standard 924 dark bronze. diodes) lamp source has a projected lamp < NFPA 101 (Life Safety Code) e Mountie Back wall mount units life of 25 plus years. < NKand OSHA Standards require no canopyon standard unils or• c.s.A. Certified •Self-Diagnostic Option: A five eHousing : Available in black with emergency units. -because battery and minute voltage monitoring test every electronics are inside housing. seventh day, thereafter. CATALOG NUMBER (Example: 30L W 1 12127 A R) J11'Ill+ 4 DIE-CAST EXIT SIGNS ViN SPECIFICATIONS 0 • Cons truction—precision die-cast aluminum housing with �" minimum wail thickness. Contour trim design with test fa(e regressed into cyst housing. No visible hardware. • Stencil Face —cast aluminum with perfectly sten- cilled 6"EXIT letters backed with a red or green acrylic panel. • Voltage —dual voltage (120V/217U). • Wattage—ER30L Unit consumes 3.5W, 30L Unit consumes 4W. DIMENSIONS 5# (212.7 m) 0 (288.9rr m) f 12 gI16 (319.1 mm) 7► 8if 1 .3mm i _ i _ * _ i : i i ■ - 9i 1# " Is a. 1�3I9�� (319.1 m m) 8 e' (2 1 2.7mm) i • finish --fate is extra fine satin finish with clear lacquer protective coating with satin block housing and matte black canopy. • Recessed Series —flanged steel backbox with a non -detachable cost aluminum housing. Matte white finish. Finished wall must be Rush with the front edge of cast housing, and painted together with the exposed trim. Satin aluminum face is all that is visible. 0 Approval —union made, IBEW-AFL labeled. i (41.3mm) %0 11 .5mm 1 ya- (41. mm 5 a" (11 7.5mm T� 7W (187.3mm • ""' cif ii 'i r. 12 (212.7mm) (242.9mm) 11/8`�.4— (41.3mm) :l LED 0( ircuitr circuit protection, voltage surge brown-optprotection, low valta e rotectian protedion, 9P and overcharge protectiorif • low Voltage Si ns—the LV signs are to be used 1 in con'unt#ion with I e (CPS) Central Power Supply. Refer to Specification sheet no. E3320. e" (11 7.mr (319.1 MM) (319.1 mm) 1s,1 (11 .mm .0; : Z :::I 1211 (304.8mm) N (212.7 mm) (41.3mm) 33/a" (85.7mm) i 81/8 j (219.1 m m) A . EZ550 Note: Double dace sign requires a larger canopy site----43/4" WO 20.6mm) x 7" L 011.8mm1 x 2 1/4"H (57.1 m m) i a•� r TYPE: DESCRIPTION CATALOG . SPECIFICATION FEATURES LUMARK 0 N The Lumark VR 2000 12" Square Series combines strength -gaining architecture with energy -saving technology. Architecturally angled facets with radius corners actually increase the ability of the tens to deflect blows and absorb impact. Extra thick injection molded polycarbonate fens incorporates an optical design that obscures the lamp image and spreads light evenly. U.L. and C-U.L. listed for wet locations. Mount on non- combustible surface. APPLICATION The durable, Versatile 12" Square GC -HE is perfect for use in Corridors, Dormitories, Pudic Rest Dooms, Rapid Transit stations, Loading Cocks and Minimum Security Institutions. H...,}}.. C....,.. E....... .,.dens One-piece injection molded UV stabilized pelyarbonate mini. 0.130" thick. All light control prisms & blondels ere .on the inside surface of the lens, ,,reducing dirt build-up and making cleaning easier, •••Fasteners Four stainless steel TX screws with center reject pin. Screw -heads are recessed into lens to maximize tamper - resistance. Fasteners are capture in the lens and sealed y means of a neoprene 0-ri n. C... R e f I e c t o r 16 g, CRS with white high reflectance polyester powder coat finish. D.-Housing Die-cast aluminum with reinforcing ribs on exposed D sidealls. Thickened areas occur at lens junction and at mounting/fastening boles. Four 1" dia. fasteners are required for maximum Vandal resistance. Four 1 " NPT conduit entries in sides and one in back of housing. Black polyester powder coat is standard. # } } SIDE DIMENSIONS 10OW casting 150-175W casting 5" (127mm) 3 3/16" [Btmmj LT 1 5" 1 (127mmJ 4 3/16" (106mm] - L mp (By Others) F• socket Porcelain medium base socket with nickel -plated brass screw - shell., Shock -absorbing socket bracket protects lamp from i nn p aM One-piece die cut closed -cell silicone mounting gasket. H... Ballast Copper -wound NPR ballast standard. HPF ballasts are available for some lamps. Consult ordering information. 1" sq. (305mmi MOUNTING DIMENSIONS 11 1* sq. (mini ro on (4) 1 " Dia. [ mm] Mounting Holes B 7/16' sq. (214mm1 Vo .` � • ,4��►�ttii�:;i�F}3L'-r.tS.t�4�.lris4ar�#� -T + #'•r `� ram■' :��' �•"{. � . k i GCmHE 12" SQUARE - 1. 7 5 High Pressure sodium Metal Halide CLEAR PRISMATIC POLYCA O ATE 12" SQUARE LUMINA —IRE WITH HORIZONTAL EYELID Vandal Resistant L u m i n a i r e NPF;X 0 C31 EMERY DATA For Energy Management related technical data to support the performance of this fixture series, refer to the ordering information for input wattage. COOPER LIGHTING TORXO Is a registered trademark f carneakr Division of Textron Inc. A P T M I C S -H E 1 " SQUARE 2 1 0 1 2 3 4 5 0 4 3 2 1 0 1 2 3 4 5 C F • -2 HPGC-HE-15ON-120V 150-Watt H PS 16t0 O-Lu en Lamp ORDERING INFORMATION SAMPLE NUMBER: HP -H -5 -1 0V GC I HE Lamp Type HP=HPS MH=Met. Hal. Product Family DC-1' Square (Clear Prismatic) Paint Configuration HE=Horizontal Eyelid (Standard Color Eta k) Lamp Wattage 0=0'V 7 =7 0W 100=100W 150=1 0W 17 =17 W Ballast N=I Pl" =HP Footcandle Table Select mounting height and read across for fo t andle values of each isofo teandle lire. Mounting ting Height Eootcandle Values for GCHE-2 1sofootcandle Lines A a C D E F 19.13 9.5O 3.83 1.91 0.96 0.33 ' 8.50 4.25 1.70 0.85 0.43 0.17 1' 4.78 2.39 0.06 0.43 0.4 0.10 0 p t l o n s (add as scoffix) Voltage F1-l*ngle Fused 10V F=Double Fused O8V 4OV 77V 3 471 4301 MT= Mu li-Tap (120, 208, 40, 77V) LL=Lamp Included Accessories (rdr separately) P -1 OV=Photoeell Kit P-277V=Phtoel l Kit V i D=V•P Screwdriver for all Lens Screws 111 6E=V•R Screwdriver driver Sit for all .ens Screws Catalog Paint Lamp Lamp Ballast Energy Net 1 t. Volume Number Configuration Wattage Type Type Data (Input Watts) (Lbs.) (Cu. Ft.) HP -HE- 0N-1 0V Horizontal Eyelid 50 HPS NPF 60 20 .83 HP-HE-7ON-1 20V Horizontal Eyelid 70 l~ PS NPF 88 20 .83 HP-HE-10ON-1 0V Horizontal Eyelid 100 HPS NPF 118 20 .83 HPGC-HE-15ON-120V Horizontal Eyelid 150 HPS I PF 175 HPGC-HE-15OH-120V Horizontal Eyelid 150 HPS HPF 190 20 .E3 H -HE-70 -1 0V Horizontal Eyelid 70 1 H I PF 93 20 .83 MHGC-HE-10ON-120V Horizontal Eyelid 100 MH NPF 125 20 .83 1 1H-HE#175H-1 011 Horizontal Eyelid 175 - - H HPE 210 20 .83 N 0 T E : see optiorVaccessorles or technical sections for additional detailed product data. Specifications and Dimensions subject to change without notice. 00 COOPER e Pr Ll l�rtlr� P.O. Box 4 Vicksburg, Mississippi 39182 601.638.1522 FAX 601.634. ACh H 6 1A -Rtll. do . IV -qw — pop, a., 41, a �5 4pp 7! pr R*, 4 .44 F 4� + AV kt r XF 47 4p. r P, .. . ....... 4M % Fm IL11h A Y% ....... .. ... 'A iF L d, 42L 4F J,. Wu 0 L 1k 4% e'411P + % 4W 0, A, AW ipRL "I ,,Lot ;,Pr4, V 4 �w -P v pr W 4p. Ov 4r 1W op > % .p % 4 ZVI do p p -. 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Wall Mountp-d 4t' 'S7 4* # Tjr iL M 017 WA IP"F= j so 0 a 0 Photometrics LLFM10 LLFM40 75W. Mercury Vapor E-17 or B-17 Coated. 2800 lumens. 100W. Mercury Vapor A-23 Coated, 4300 lumens. 70W. Metallic Halide ED-17 Clear, Venture., 5280 lumens. 430OK'. 100W. Metallic Halide ED-17 Clear, Venture, 6912 lumens, 4300K°. For Sylvania ED17 Clear, 8500 lurnen, 320OK" lamp multiply footcandles by 123. .. I I �1. I - , - - i , + • . * _ 1• + f - •� r it ~a' +4' F„ ' ,+ •-./; . +t%i y r •. '. t i.`75Wa', } }•�+ J :r.► ; a 4 r','Y + t ...�. t` + i Ja I++ + .r' }i ` . h ` * �'`} :' -i,+: r ` y `++ s' �, " + -+ `y ' . ►+ ;:!""I +`;� . • ."1 of #Vi' +#�H= '' h, }.` #. �'• , +.*;LI+..#``i i ��: }'..+�' '.i.�,r' #++'ci�ti' ■ •„'+r zontal , e'* '+'` _ FY . �� + I _ �f'''^_'r. L+-�,."� '.##4 * -r+ , J w .. _. _,,.-'- ;•` •. 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F S,� v%.- j: %: 2:1, y I ........ % v V I-, S. .1%. %. % A%:` < Z 'y%-',-f.% . . .... % IY �:. . . %...:. . . . :; .:Z 4L 4: W X:� .1-/, k..: v "W R "n f%% S'. 1: % W, V V. -A, % q % .'.i x yA N", "j. %s -I I% f.: .4 ON: 2 z iz V� k V -.0 :4 'z % J: w. j.. 10" ? j, -'i, V S j, 1%, :0121_1 `II,�!1�1.111.411 s w v i.t Ordering Information Mogul'Base - 150 to 400 Watt - AR Model Ordering Guide Rxture and pole are described by a single number sequence as illustrated t right. 3 ,4 5,6,7,8 ,10 ,11 ov "110/ �0 b. • Z.L ��Z 2B / AR3 / 2`00HPS277 / BL-P / LS / TB / PRA30-6188B / BL-P / VSF-2B Example 9 Special Options fi)r Street Lrqbtin,( ; 1 Mounting Arrangements Cat. No. 1A EPA - 1.2 Cat. No. 3 EPA � 32 Cat. No. 2 EPA - 2.4 Cat. No. 4C EPA ---- 3.9 Cat. No. 2 P, - 2. Cat. No. 1W Wall iNlount Future Catalog nurnbear indicates light distribution. Ca[. No. AR2 Type R r Cat. No. AR4 Type IV Forward Throw F ��' i', ; �.i ry,#�•iF' .{x Cat. No. AR3 alay,Type. � r Cat. No. AR5 � Type V Square 3 Electrical Module Ballast Module Line Line Max. Lamp (by others) Cat. No. Volts Watts Amps. 150 Watt Clear 150HPS120 120 188 2.80 High Pressure Sodium X�OHPS208 208 188 1.60 E231/a Mogul Base 150HP5240 240 188 1.40 55 Volt 150HPS277 277 188 1.25 1 5oxps347 347 188 0.92 150HPS480 480 193 0.70 250 Watt Clear 2'OOHPS120 120 295 2.7j High Pressure Soditim 270HP5208 208 295 1.60 Els Mogul Base 250BPS240 240 295 1.38 2 joHPS277 277 295 1.20 250xPs347 347 295 0.93 250HPS480 480 295 0.69 400 Watt Clear 400HPS120 120 457 3.80 High Pressure Sodium 400HPS208 208 457 2.20 E18 Mogul Base 400HPS240 240 457 1.90 400HPS277 277 457 1.70 400HPS347 347 457 1.32 400HPS480 480 457 1.00 175 Watt Clear 17j1NiH12Q 120 215 1.80 Metal Halide I7j4iH248 208 215 1.05 BT28 or ED28 17jMH240 240 21 � 0.90 Pin -Oriented 175MH277 277 215 4.80 IVIogLi1 Base 17S1Nix347 347 215 o.GS 175MH48o 480 215 o.45 2501'►ratt Clear 2501H120 120 295 2.60 Metal Halide 270MH208 208 295 1.50 BT28 or ED28 2jQLNZH240 240 297 1.30 Pin -Oriented 2jONiH277 277 295 1.10 Mogul Base 254ctiiH347 347 290 0.90 250NiH480 480 295 0.65 400 Witt Clear 400SLNIH120 120 458 4.00 ivIeta1 Halide 400SMH2O8 208 458 2.30 ED28* Pin -Oriented 400SMH240 240 458 2.00 Mogul Base 400SMH277 277 458 1.75 Small Outerjacket 40OSiNIH347 347 458 L40 40OSiNIH480 480 458 1,00 *Lamp :trailable from Kim: iNiS400/HOR/ED28 Venture High -output horizontal burning metal halide; 40OW; 40,000 lumen; 4000'K; 20,000hr. Dote: For lamp/ballast info iation outside of the U.S.A. and Canada, 9 6 V & lUm representative, 3 . t� • �i F• See the AR/SAR-ET/SET Photometric Catalog for selection of Fixture :ind mounting arrangement based on photometric performance. 18 K I M LIGHTING LZ, .r 4 Finish Super TGIC thermoset polyester powder coat paint applied over a chromate conversion coating to housing, Lens frame, latch end support :arm. Select pole finish from pole spec sheet. Cat. No. Color BL-P - Black DB-P Dark Bronze, resembles 313 Duranodico in color. LG-P Light Gray WH-P Vniite 6 Optional Photocell'Receptacle Factory prewired receptacle instilled directly above electrical compartment with ftill gasketing. For multiple fixture mountings (250W. and less, one ftture is supplied with a photocell receptacle to operate the others. Four 400W. fixtures require two fixtures with photocell receptacle, NEMA base photocells by others. Cat. No. A-25 7 Optional Houseside Shield For AR2, AR3 and AR4 fixtures only. Stamped aluminum shield with bypass louvers for streetside light. Attaches to lens frame interior on any of four sides to insure correct orientation with reflector. Black anodized panel added to reflector to reduce houseside reflections. Cat No. HS Note: Usefor clear- lamps only. Effectiveness is reduced for coated lamps. Special Options for Street Lighting 9 4 onzontal Sfipfitter Mount For horizontal pole davit-ann rit1 L pipe WLC rnou ILHIS erg (23/s" O.D.). Cast aluminum with clamp -type action and single set screw anti -rotation lock. Bolts t housing from inside electrical Compartment. Cat No. HSF Volesn.A .11 1 :10 hp See King pole specifi- cation sheets designated f for AR fixtures. Round Pole 7:)pes: Alum. Steel Alum. Alon- Non-. Tapered Tapered Tapei-ed Kim Spec. 'beet PFA IRS LTRAL (Squarepoles may a1sQ be used) Steel Tapered Optional Polycarbonate Shield 5 , O�... �7 - One piece vacuum formed clear W stabilized polycarbonate enclosure replaces standard tempered glass lens. 250 Watt maximum (see specs for higher - wattzge). CAUTION: Use only when vandalism is anticipated to be high. Usefiil life is limited by UV discoloration from sunlight and metal halide (amps. Mounting Aimngements Fixture with photcell receptacle and slave unit(s) Wattage Per Fixture Cat. No. LS * lA or 1W 70-400'\Vib Note: Via, be used ivith 400 H in outdoor locations u4jere ainbient air h' p e a t •e during fixtury o1mrat1*012 uVill not exceed 850E E 7-W. onal Tamper -Resistant Latchg OPti Standard latch is provk captive 10-32. stainless: socket -head screw to p unauthorized opening. Cat. No. TL Air Filter Perniits optical chamber to breath. Filters out ail air particles above 500 microns. Mounted in solid wall between optical compartment and latch cavity. Cat No. AF 4C 400W. Note* Required lro ji or vandal protectionin oc tlo is where ftytures can be r-eat c, ed by tin - authorized persits. Terminal Block 85 AMP, 600 Volt box clam for field wire connections. Mounted to housing inside electrical compartment and factory prewired to electrical moduli discormect plug. Accepts &-14-4 wire. Cat No. TB 11 Vertical Slipfitter Mount Allows standard fixture and arm to be mounted ted poles having a 2" pipe stze tenon / " O.D. x 41/?n-iin. length). Any mounting arrangement can be used, _� s (1A2 200B, 2L, 3Tj 4Q. Square Cat. No. SVSF-IA S V S F -200 B SVSF-2L SVSF-3T SVSF-4C Vertical Slipfitter �ott Round Cat., No VSF lA VSF-2B VSF-2L VSF-3T VSF-4C K 1 M 1 LIGHTING e'gL}e f 44. 40 ¢4 S , • w :7i `• :Y..� 'C' '}Q' 7«��.f'M1 if k . v i.. is � :rt k. J.: , x . i J : /:..,. j?i'�++ � � r k'•. i.:. :... p Y�$1 L e 'f.�,a �M1,. +N' .R • Y h '1�'r ,r 6' L'Y .R. Y >•' .l# .#'tf+ M1.yx+' ,� c �'' :"?. .f..,k. 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Add / before each additionsl option chosen. Fixture options • Fixture series Footprint styles 90 : " Round 9 5 : '0 Square + Door materials* A = Cast Alur lnurn B = Cast Bronze AB = Black AJuminum Lamp types: (Lamp included) P-0 1- PAR-16 NSP 5 S , P- - PAR-16 NFL SS A P- 4 . PAR-1 6 NFL 75W P-05 - PAR-20 NSP SOW P-6- PAR-20 NFL SOW P- 7 - PAR-3 0 NS P SOW P- B # PAR-30 NFL SO + , - P- 9- PAR 30 FL SOW P-10- PAR-3 B I SP 751 1 P- 1 1- PAR NFL 75W P-1 - PAR-30 FL 7 51► RL B 1 - R-B FL Sold - Voltage: 120V 'r- % Light distributions: . ••a,`' 113eam Spreads by Lamp Type) ' Select desired lens FLC- 1 - Flat Lens Clear ... - FLC-1 - Flat Leas Clear 100 Tilt FLF- 0 1 Fiat Lens Frosted * •f f Conduit ent ' 1 - To x 172" RFAT in Lottom Accessories: + (See page 26,, 27 for details.) 11 9150 A PARA 50 / 120'1 TSP / 34 GSA-*02 Fixture Series &M.-TU Footprint Style Door Material Lamp. Style Voltage Light Distribution Conduit Ent. Access.." Fixture series Footprint styles 90: " Round 95: " Square Door materials: A = Cast Aluminum B = Cast Bronze AB = Black Alur inurn Lamp types: (Lamps included) MR-0 1- MR-16 2 OW Flood (B . ) MR-0 - MR-16 SOW Narrow Spot (EXT) elf - 3-1 R-16 SOW Narrow Flood() + • MR-04- JAR-1 L/ 5OW Wide Flood JEXN) 1R-05- MR-1 6 75W Narrow Spot J 'F} l 1R-B6- MR-16 75W Flood JEYC) P-13 PAR-3 6 36W Narrow Spot. ' ' (Capsylite) P-1 PAR-36 36W Wide Flood (Capsylite)P-15 - PAR-36WSpot ' P- 16 - PAR-1 6 50W Tide Flood + P- 3 • - PAR-3 6 3 6W Very Narrow Spot T (Capsylite)* _ • : .. '. '' . { FIS-0 1 = PAR-3 6 1) Spot (Halo Start HS- - PAR-3 6 5OW Flood (Halo Star) S- 3 - PAR-36 75W Spot (Halo Stan -O - r + PAR-3 6 75W Flood (Halo Star) 1 - + 1 oltages* (SupplyVoltage) 1I (Integral Transformer) r 1 (No Transformer) *RCA 91 - Rock Guard - Aluminum *GSA-90- Glare Shield -Aluminum PRR-9 - Protective Ring Round PRS-90 - Protective Ring Square G -90-. Crow Mask 11--1L- l - Internal Honeycomb+. +: Louver IHL-16 - Internal Honeycomb Louver lHL- • b . Internal Honeycomb Louver + IHL-30 Internai Honeycom'b Louver +. -STf -90 - Stainless Steel Trim Ring " P - 1-1 - 20 Cu.1n. Re -enterable Potting Compound *To replace aluminum parts with ' Bronze, substitute '-B" for " ".• :. - ` i.: fixture series Footprint styles 10 -& 1 ' - Round 91 S 0: 1 " - Square Door materials: Cast Aluminum B = Cast Bronze AB = Black Aluminum Lamp types: (Lamps included) PAf-38s: PAR- 100 T-s: T - 100 PAR- QT -15 B PAR- 5 o OTZ-2 5 0, �+Voltage: 120 volts + ht distributions: SP - Spot Reflector with Clear Flat Lens NFL - Spcular Reflector with 3c' Spread Lens I FL -- Diffuse Reflector with Clear Flat Lens ' 1FL# Q,ffue Reflector with Frosted Flat Lens a .+• * . , _ + TSP .- 100 tilt Flat Lens with Spot Reflector. W -lull Wash Reflector with 51' axial + • Spread Flat Lens, T only + - PSP - PAR-38 lamp Spot with Clear Flat Leas + PFL - PAR-38 lamp Flood with Clear Flat Lens , XXX - Other Lamps or Leases on request Conduit entries: + I Fixture series footprint styles 910 : 17" - Round 9151 : 1 � - Square Door materials: A = Cast Aluminum B _ Cast Bronze AB = Black Aluminum z Lamp tpetwatts (Lamps included) M 5 o 75o 100,175 J1 H5 , 7 , 100,150, 175 HPS5r7,1 115•+ •' Voltages: . 120V standard, 208V, 240Vv 277V (Some restrictions may apply l~ rn lamp type) + •i tight distributions: SP - Spot Reflector with Clear Flat Lens NFL - Sp cular Reflector with 3 ° Spread Lens MFL - Diffuse Reflector with+ Clear Flat +. Leas .' ' ' ; . AFL- Diffuse Reflector with Frosted Flat • Lens TSP - 1011 tilt Flat Leas with Spat • Reflector + - WW -Wall lash Reflector with 50 axial Spread Flat Lens + + RSP - Rfleteried Spot Lamp with Clear Flat Leas RFL - R fiectori ed Flood Lamp with Clear Flat Lens XXX - Other Lamps or Lenses on request 1 - Yugo x 1 Iz NP i in Bottom on U t entries. . 3 - Two x 37 " l l i Bottom1 - Two x 1 " APT in Bottoms . 3 - Two x 3" NPT in Bottom Accessories: - +' (See page 26., 27 , for details.) Accessories: *LA 91 - Directional Eggcrate (See page 26, 27 for retails.) . •, - - ' * L1 Directional rExternaltExternal Los er'(Afu inur *FLA` 91 - Full Egg rate External Louver (Alum.) a Louver Wuminuml _ *FLA91 - Full Fggcrate External Lower *GSA91 -'Glare Shield (Aluminum). �Numinum • +. � + . - + +' + "L�-91 - lit Shield(Aluminum)*GSA-1 - Clare Shield (/U6minum) *RCA 91 i Rock Guard (Aluminum)LA-91 Light ShrldAlurr,nurn GM-91 Grout Mask *RGA-91 - Rock uard (PJuminum) IHL-91 -Internal Hone comb Louver GM- 1 - Grout Mask ' • PRI`-9 1 Protective Ring �� y Round 1 L-91 -internal Honeycomb Louver � _ .- + - . -� Rough Section ' - _ PRR-91 � Protective ling for Round PRS-91 - l oug h S txon Pr toive Ring for Square _ + Rou h�in Section P ' PRS-91 -Protective Ring for Square , LPC-91 - Lexan Protective Cover i Raugl in'ton +. d + . ST91 -*Stint Steel Trim Ring +LPG-91 Lxan Protective Cover: STR-91 - Stainless Steel Trim Ring BB -Cast Bronze J-Box ' . ' • , _ P - 1-1 - 20 Cu. In. Re -enterable' BB- Cast Bronze J-Box•• • �. . . Potting Compound P - 1-1 - u.'In. Re -enterable - g • p nd � t PC- 1 - 35Cu.In. Re -enterable _ Pott*ng omp u _ `• .. a M1 + PC— 1 — 3 S Cu. in. Re-ent rable Fotting _ .. Potting Compound .. w ' F `i� +-� i+Y-+ Aj • + €� 1�L-91 # 1ali l�at irtrnar+,uver ornpourcl . • ;_ - ' r + :.++ -:':.•`�,+! .t1-. •-� • F , T *• _ - + • - '' • WWL91 -Wall Wash Internal Louver ., , , .mot' +' fwi F•� ` _ i . + _ .f+ - .r _ r ♦ , - F 'k' . .. ... ..ti+ w . . J'•a}'F`'i+��f- •.—^ + + {; a< ld . ate.+t- .a.` €� . .`t��-, , + + - a. `/�J {�+1 1j� JJ i j�+. _*;• _. .. _ +,_i'+ .� 1ntemal Sourcel.r -rr•, +• .• .. . .,. , 41�w. a -% `. - - ,. _ J , + _+r .ter + •.. + _ • .. �/ �a7 T€ '>•..kr � ! n r * 7r - + - .� • - - . a iit� .� • L � + -1+ + .# ' i'` , ` - - f '! . - 4 `- . . . # r F i7 1 M + i F +` Patents Pendine _ �::r'•�::._' : ' =. • :_ + = : - :: _ + , ; _ - ' : . , t +_ •Bronze, substitute' for A . ` - - + r - i — + + { '. - , •�••�.., ,'+4:. +.�. •� r .. ha, +:+ . - ' • - + �.. .*: •. I. M. :• ' replace Alurnurx paw With Bronze . wF +ice .a - "► • i�, .►+ _ �: r — ■ + ♦ - .. _ y +• Y +. �~ 1. i,�� } •k -`iI• *i, . '+t + �w +_ .1 + • + -*. .!•; #' { '+*+ `. - •' ! _ ' ' ' p. • .Y • '4' +l•+ '•.7 ,r, t xt _ _ i ..i• {++.IF ,jr'wy w� '3 �.;� �►. 1'♦ i• - +i 'i _ _ * +_ ti �r*. r' +`r h . •# !,'.r+ .y. `+_ i' �. ,J7 -f• �; .. 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IQ Itto X too IAT 0 TWAS., ?A all so WE of 0"A I - wwxwzn� OE�MQK limit '445 it K MQYWAV�N sort 4 Mina njUAR19" USSAWn'"n- , On, FA ;=X fir VIQQ ". NW. 0 1 1 aRj M P 0 nf Q...'j" #NS No? A V a MOT 0 A 15=11 Not zajq� h Ar. WSW awyAqw: MOT, di jo not Gj MOM wy— tL VOL 'n :Any, MUM A Net j!"t b 0101YA ?QU so no, Fk ...................... ......... Noon - % ; - - '4 P+ 66 =% ns a a d out X9 lot= ....... ... BUR 091 I 0 PP I 1114FP111P I 111-4 11 I? =0 r I I I W1 4 a rl 1 K 1 to An — I - n ormarad 111f fused G1wssJ-ftG__ mix n vow )" ! �Ix 77 t, SEA Alta AW . . . . . . . . . . . . . . . . . . . . . . i. . . . . . . . . . . . . . . . . . . . . . . . . . . F41 : Vol, alp k Z;3 y?'+ x• ['!lrt NN, # +r1 i�j•YJ ' y %'e , , � IL tow FP r Ir SPECIFICATIONS FACE -PLATE One piece die cast aluminum, secured to housing with (2) tamper resistant hex socket head screws. Available with diecast louvers, diffuse glass, or . prismatic glass-. HOUSING Corrosion resistant die cast aluminum canstruc- tion. Single piece silicone gasket internally mounted allowing for varied wall thicknesses. J=BOX Dig cast aluminum. Factory mounted to bottom of horsing. Field conveftible to hack mounting. Louver Guard-LV ORDERING ELECTRICAL FLUORESCENT UNITS: Encased and potted high power factor ballast standard.. HID: Magnetic high power factor b-allast. Suitable for -20c sfaqing temperature. FINISH TGIC polyester powder coat. LABBS All fixtures bear UL wet location and IBEW labels. Prismatic Lens -PS RECESSED SITE AND STEPLIGHTS I - - __ -BI a Prof Ix -.A B C' D' E 2 F I ` 941 3.25" 12" 3.504 2.854 5.700 5.44" 942 1 5.500 1 1316 5.0010 5.00" 72011 7.59" 1 1. J•80x bottom mount J-box back mount Fred Diffused is•D PREFIX WALL TYPE' LAMP (ORDER #) FACEPLATE VOLTAGE FINISH OPTIONS 941 U = Universal. LV 120 BRP:Bronze 942 Suitable for all wall hypes including drywall, 7W Twin Tube (7TF) DG 277 BLP:Black direct burial in insulation, and concrete pour. 9W twin Tube (9TF) PG Wffihite 0 = Drywall. 13W Twin Tube (13TF) NP.-Natural Not suitable for concrete pour applications. Also, if insulating material is present, it must be kept at least 3' away from It�minaire. (2)13W Twin Tubes (213 TF) Note: Type D units are thermally protected. 28W Quad Tube (280F) 35HPS C = Concrete pour. 50HPS Suitable for concrete pour applications only. 5OMH E-1 7 Fluorescent units are all type U. HID units 50MV available in types D or C only (specify). mcPhllben Outdoor 2661 Alvarado Street San Leandro, CA 94577 800/227-0758 '415/357-6900 '415/357-3088 FAX In Canada: Thomas Lighting Inc. 189 Bullock Drier Markham, Ontario UP 1W 416/294-9570 FAX;1-80 - 8-0 08 THOMAS INDUSTRIES EV . SC. Special finishes (consult factory) • F: Fusing iVPF: Economy Normal Power Ballast(s) option (available only on fluorescent units) Oka code changes to 510 elective 1 o r/ 1 418 2 4- 811 Project Edmonds Public Safety Building Complex Subject Summary System; AHU-1 Indoor AirQuality Calculation: (ASHRAE 2-1 89, Section 6.1.3.1) X 1 [1+X- = Corrected Taal OSHA Flow Rate 1 Total Supply Air Flow Rate X = (Von) / Vst Max%of SAWSA .2 Minimum Corrected Total Outdoor Air Flow #........iiai+i...................................... 2 Flo Minimum Outside Air Flow Quantity ................................................................ 3,281 cfm at Y. Maximum it Flow f..........l...............ri*++#fai# 6. 4. 1... s. t t+ l i 0 & + . . . . . . . . . . 12,895 ' �� Fi'd By: d By: Air Handling Unit Coll Calculation: UPA �4 Date: 9/1 / 7 f Job Number. Total Cooling Supply Air Flow at Peak ++a..+t+++a.....................++++++..+.....+.....a+++i................ TotalBlock it Flow ............ ►..........................„...............t............................................ Total Heabng Supply Air Flow at Pea...........................++++++.......a..........++........_.......... Total Outside Air Flow In Cooling ode..................t ..+ • # t t r 4 a r r r a a ... i . i . i .... . 4 t a • + + + # i + .. i i # + + + + + + + + + Total outside Air Flow in HeatingLode++...+....a..+++....a+.+a#..++.rt..aa.a.#.......•......tt,#...�++++...++ 12,895 ofm 9.000 oft 12,295 of ,281 of 8,281 ofrn TotalEnvelope Heating Load .....+.i.++..i...............•.........+....................iaa....#...r.....i................................ r n b h TotalBox o r Duct Co it Load ��cw#i.rt.at...irtrt.i..+.+i......+...................+...+...........+++i.tttt........#.ai...,,....riii+.... Ic Mixed Air Temperature...ar+.....+++i...... ........a.a.......aa.a... .... .... ..... O F Air Handler Coil Outside Air Load rx�bll....iiiittt.t.#i..•............ ...a.+. ...... .....+..i......rti.........#......#..........•.•. bh Consulting Design Inc., V1 .o - l919 Page 1 of 1 ;LJ IP Project: Edmonds Public Safety Building Complex Fi 'd By : Date: 9/15/97 Job Number: 96060 Subject: Indoor Air Quantity Calculation S st m& AID -1 C d By: RR Trace doom Room Dimensions• Volume Air Air Supply Air OSA OSA OSA Zone No. Room Name L w H Area cU-ft Changes Flow cfmPeople (cfm)perr � Remarks o. (ft) cfMIS(Vora) z 25 20 500 33% IVAV15 100 1 20 20 2 IVAV16 207 203 COUNTER 8. 180 11530 7.8 1.1 200. 1 20 20 1o IAV 1 210 204,242 IHALL 8.5 190. IJ615 3.3 0.5 IVAV16 21 28 RECORDS 1,1 � 1.2 1,3 2 80 � VAV17 215 211 FILES 8.5 120 10020 3. 20 VAV2 215 207 SEC. 8.5 190 11615 8. 1,3 240 1 � 0 V2o 218 238 ADMIN. SUPERVISOR 8.5 1 � 12.2 � 1.7 310 .1 2D 2 5 � VAV1 218 209 A. P. C. 8.5 18 12530 11.0 1.6 280 1 20 20 7% 218 210 ADM I. SECRETARY 8.5 200 1,700 10.9 1.6 310 1 20 20 8% VV1 226 212 CORRIDOR 8.5 475 4,038 2.2 150 VAV20 229 217 :ADMIN. CONFERENCE 8.5 310 20635 12.5 1.8 550 12 20 2% 1AV22 229 214 POLICE CHIEF 8.5 295 2012.0 1.7 500 1 20 20 4% IVA\122 231 213 WAITING 130. 1 105 7. 1.1 145 1 20 20 1% VAV27 21 215 CONFERENCE 8.5 130 1,105 1 .1 2. 260 6 20 120 46%VAV27 231 216 D.A. R. E. 8..5 155 1, 318 7. 1.1 5 0 1 1 2 20 12 VAV27 27 221 DETECT., ET. ZONE 8.5 165 10403 14.5 2.1 30 2 20 40 12 o IAV2 20 VAV2 237 222 DETECT., SGT. 8.5 120 1,020. 15.9 2. 270 1 20 20 7°o IVAV24 240 219 JANITOR 8.5 50 425 7.1 1. It o 20 242 220 sTAI LOBBY 8.5 330 20805. 2.1 0.3 100 VAV25 244 228 NARC. DETS. INT. ZONE 8.5 7.8 1.1 20 80 15% VAV25 244 221 DETECT., INT. ZONE 8.5595 51058 8.3 1.2 7005 20 100 1 °0 VAV25 o 251 223 INTERVIEW 8.5 1 1. 13 3 20 60 % VAV26 244 225 MONIT. 8.5 52. 2 ,5 1.3 70 1 20 20 2 % VAV25 244 225 INTERVIEW 5 13.E �1. 8 1 3 2 0 3°o 25 269 228 NARC. DETS. EXT. ZONE 8.5 210 11785 1201 1.7 50 2 2 1 1°o 1A23 260 229 WORK, KITCHEN 8.5 135 11148 7.1 1.0 135 1 20 20 15% VAV21 268 233 CORRIDOR 8.5 265 2,253 3. 130 251 227 NA . SGT. 8.5.. 150 1,275 12.2 1.7 260 1 20 20 8% VAV26 Consulting Design Inc., V1.0 -4/9196 Page 1 of 2 qF f Project: Edmonds Public Safety Building Complex Pig`d By: UPA Date: 1 /97 Job Number: ber: o 0 Subject: Indoor Air Quantify Calculation system: Ails-1 Clad By: RR Trace Room Room Dimensions Volume Air Air Supply Air OSA OSA OSA Zone No. boom Name L w H Area cu-ft) Changes Plow cfmPeople per person cf per SA % Remarks No. 00 (ft) (ft) (sq-ft)(Vst) 269 234 CRIME P EV, OFFICE 8.5 150 11275 1.3 200 20 20, 10% VAV 3 269 230CRIME E PF EI . ASSIST. 8.5 270 2P295 11.3 1.7 450 3 20 1 36% VA V23 269 235 A. P.C. 8.5 265 21253 9.6 1.4 360 1 20 20 ° 1AV3 269 236TRAIN. SGT. 3.5 155.1,318 12.8 1.8 280 1 20 20 7% VAV23 275 231 Y.S. 8.5 95 808 7.4 1.1 10 20% VAV21 275 237 W.C. 8.5 85 723 8.3 1.2 i 20% VAV21 275 232 CONFERENCE 8.5 110 935 14.1 2.0 220, 5 20 100 ° � VAV21 275 238 WOMEN 8.5 230 1 j955 5.5 .3 18020 VAV21 275 239MEN 8.5 230 1195 .5 0.8 180 23 VAV21 282 240 LIBRARY, TRAINING 8.5 11000 81500 8.0 1.1 1140 30 282 244 MEN 8.5 180 11360 5.7 0.8 130 20 IVAV18 282 240 WOMEN 3.5 180 113 5.7 0.8 130 20 AV i 8 289 243 HALL 8.5 0 30 3.5 0. .5 Jo t!-1 FOTALS 8, 98,5 1. 12,895 126 5 0 6%(Maximum Value) Consulting Design Inc., V 1.0 - l 8 Page 2 of ff RMr w A B A rm U V Engineered Systems An Engineering & Construction Services Company 4 0 1 S e c o n d Avenue South Suite Two Hundred One Seattle, WA 9$104 206-583-0200 206-583-8826 FAX Q Enclosed [:] Under separate cover p Original will be sent 0 Per your request Q For your information p For your review and comments [:] For your approval p ether 1 ' G T Y- OPY Date: 03 December 1997 Project No.: rojec# Name,* Edmonds Public Safety Buildin 2384-048 To: Laase Jaakola Merritt + Pardini 1000 Lenora.. St. Suite 405 Seattle, WA!98121 Phone No:: 223-2742 Fax No'.. 622-9462 Sent Via: TRANSMITTAL ❑ Mail Fg} Courier ❑ UPS ❑ Overnight Express ❑ Other: � Fax pages including this sheet. ❑ Hand Carry Copies Date Pages Description 1 NREC Form - Liqhfinq-Police & Courts 1 NREC Form - Liqhtinq-Fire Station D D Remarks... If enclosures are not as noted, plejtvRIVA asor t1"" ARr Coples: # & By Jordan Lerner 4 i . 4 -- .y 1994 V .Ir ! • 1 r-' F�� Iwnnr—'Whlw rice Form 1994 Was hingt r- Stat.e Nonresidential Energy Code Compfliance Forms � � � f � � .dune, 1995 Fproj ecit Info Project j dress CITY OF EDMONDS PUBLICSAFETY COMPLEX Date 12/2/97 250 STH AVE. N. For Building Department U0 1MI]D # WA 9BO20 Applicant Name: ABACUS ENGINEERED SYSTEMS J . RN Applicant Address: 401 2ND AVE. S., I 201, S A TIN a WA 98104 Applicant Phone: ( 8-0 FP Dr CescriI ...... New Building Addition Alteration oj"ect 0 Prescriptive(§) Lighting Power Allowance Q Systems Analysis Compliance Option (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly an plans.) Alteration Exceptions ❑ No changes are being made to the lighting (check appropriate box) � Less than 60% of the fixtures are new, and i.nstalfed fighting wattage is not being increased Maximum Allowed Lighting Wattage (Interior•) ** From Table 1 -1 (over) - document ent all exceptions on #orm L I -OVA otai Auowea vvaus Pro -Dosed Lightine Wattage (Interior) (May not exceed Total Allowed Watts for Interior) Ion I I Number o Watts/Watts Foc Fixturos R'xture Proposed no. C 15 71eO 1065,0 D 1 896"0 DI 3 88#0 24 o8 fte D2 5 56aO 280*0 K8 56,0 448.0 L 6 27.8 162 1 19,0 1900 2r8 189. 0! i 4 . 8 1 4 # 0 56so 560m.0 y 9 4 ■ 4 0 , 7 1.8.8 756,0 z `li o al Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 98874,0 i M ximum Allowed Wattage (Exterior yitII I - 1994 V1 Ninqton State Nonresidential E ph Code Corr-liance Form 0 'P Note: for building exterior, choose either the facade area or the perimeter method, but not both) ota! Allowed Watts Proposed Lighting Wattage (Exterior) (May not exceed Total Allowed Watts for Exterior) Location Fixture Description Number of Fixtures Watts! Fixture Watts Proposed AA 1 455.0 45500 AA1 1 910.0 910.0 cc 3 125.0 375eO DD 5 225.0 1125.0 DD1 I. 455.0 455.4 noz 3 125.0 375.0 Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts 3695.0 r r 0 DATE RECEIVED U`C 0 3 1997 MERRITT & PARDINI 1 h i ,y 1994 V ' -hinaton State Nc • It ■■ ■ W� Code Gor-�4ance Form Prescriptive Spaces QualificationChecklist Note: If occupancy hype is 'Other" and fixture answer is checked, the number of fixtures in flee pace is not limited by code, , Clearly indicate these spaces on plans. If not qualified, do LPA calculations. Occupancy: 0 Warehouses, storage areas or aircraft storage hangers *Other Lighting Fixtures: Cheek here if at least % of fixtures in the space meet all four criteria: 1. Fixtures are fluorescent, non -lensed, with only one or two (amps, and 2. Lamps are T-8! T-- t T-8 or PL, and 3. Lamps are 5-50 Watts, and 4. Ballasts are electronic ballasts Table 154 Unit Lighting Power Allowance (LPA) for Interior Lighting Use, LpA2LP (W/ft2)user 1 Wjft2 Painting, welding, carpentry, machine shops 2.3 Police and fire stations(I Barber shops, beauty shops 2 At (atri-U-MS) 1 Hotel banquet/conference/exhibition hat 2 Assembly spacesg, auditoriums, gymnasia?, theaters 1 . Laboratories Process plants 1 Aircraft repair hangars 1.5 Restaura is bars' 1 Cafeterias, fast food establishments 1.5 Detail A10 1 Factories, workshops,, handling areas 1.5 Retal 11310, Retard banking 1.5 Gas stations, auto repair shops Locker and or ewer ac�lities 0.8 Institutions 1.5 Warehouses", storage areas 0.5 Libraries5 1.5 Aircraft storage hangars 0.4 Nursing hom 1.5 Parking garages S ee sectioN 1532 Wholesale stores (pallet rack shelving) 1.5 Mall concourses 1.4 Plans submitted for Common Areas OnIY7 Schools buildings, school classrooms, day care centers 1.35 -- Common area, corridors, lo bbies (except mall concourse) *8 Laundries r+1fi.� Toilet facilities and washrooms rooms i 0.8 Office buildings, off iceladministrative areas in facilities of other use types (including but not limited to schools, hospitals, institutions, museums, banks, churches) 5,7111 1.2 • ooinotes for Table 15- �. In ceases in wliich a use is not mentioned specifically, the Unit PouvtoAlloivat7ce shall be deternlined by the building official. This determinationshall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2. The Nvalts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed OlI1CCWISe by 5UV5CgUCilt footnotes. 3. Watts per square foot of room may be increased by two percent per foot of ceiling height above ttiveIve feet. 4. for all other spaces, such as seating and common areas, use the Unit Light Poiver Allouvnce for assembly. 5. Watts per square fact of room maybe increased by two percent der fool of ceiling height above nine feet. G. Includes dump area under canopy. 7. In cases in 1vhicli a lighting plan is submitted for only a portion of a floor, a Unit Lighting Power Allowance of 1.35 may be used for c►sabie ofYicc floor area and 0.80 watts per square foot shall be used for the common areas, which may include elevator space, lobby area and rest rooms. Common areas, as herein defined do not include mail concourses. 8. 1-6"or the Tire engine ronm, (lie Unit Lighting Power Allowance is 1.0 watts per square foot, 9, l'or indoor spat tournamcnt courts with ad{scent spectator seating, the Unit Lighting Power Allowance for the court area is 2.6 waits per square foot.. 10. For botli Retail A and Retail 13, light for free-standing display, building showcase illumination and display window illumination installed Nvitflin two feet of the window are exempt. Retail A allows a Unit Ughting Power Allowance of 1.0 watts per square fast. Ceiling mounted adjustable tungsten halogen and HID merclia«dise display illuminaries are exempt. Retail B allows a Unit Lighting Power allowance of 1.5 watts per square foot, including all ceiling mounted merchandise display luminaries. 11. 11'rovided that a floor plan, indicating rick location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical Face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. . ddh / # j�,u7u M14W �' eh .o- '7' "¢ t1'*'�`i •U. 9 e' 'k i ,.i .V i �. 'r y: ,.1. k x;'. a Ydp�S " i ^y ;, 'b.!" :�,> '4�:Y r- o-.y q°%,i ` kii" t�'I ix <i�l } ty. ,a rt. ,v �': ;'x, •rP a 4 s..� ;Y x '� t• '?rr •t�•. ��`��% �xs•'1��, y k;,,� ::.t#r �J. f'c.�.. : •��f, r„'. $., y� j y, �rtry�{ fix, �, �. 4.�'r{,n�' Farr 'a�u• .�'"'S' off' c 5y�,� _ ��1 �� r.'� s� a _ � .."'?i�v.,,�„�'��;;�'.�'.'.;.,';�;,�.,a,c'$:>�.,;�';h':�'.:'��.... ,•,. �S,$�:��','�.ir�'.�,�+.5'��c•.:�s..4try,;;j:;;ao, 1994 Washington State Nonresidential Energy Code Compliance Forms o ik June,1995 Protect Address ICITY OF EDMQNDS PUBLIC SAFETY COMPLEX Date 12/2/97 Use this form if you are claiming any ceiling height adjustments for your Lighting Power Allowances for interior lighting. The Occupancy Description should agree with the "Use"* listed on Code Table 15-1. Identify the appropriate Ceiling Height Limit g feet, 2 feet or 20 feet) on which the adjustment is based. The Adjusted L A is calculated from this number and from the Allowed Watts per ft2. Carry the Adjusted L A to the corresponding "Allowed Watts per ftZ, location on LTG -SUM. ■ 7 0 r T Is a '*-s A VV i-kajusrea jugnting Location (floor/room no.) rower Anowances tinterior) pmpmp� Occupancy Description FIRE ENGINE ROOM 1 Allowed Coifing Height Watts is r ft **for this room 1.00 24.0feet Ceiling Height limit for this exception" 20 feet Adjusted LEA Watts per ft 1.08 r ** From Table - based on exceptions listed In footnotes A + 4 i } 1994 V '-iinaton State N - - - ' 1 . . l• i r� Code Cor ON nce Form Lighting -General Requirements 1513 Lighting controls 3.1 Local control and Accessibility: Each space, enclosed by walls or ceiling -height partitions, shall be provided with lighting controls located within that space. The lighting controls, whether one or more, shadl be capable of turning off all lights within the space. The controls shall be readily accessible, at the point of entry/exit, to personnel occupying or using the space. ceptio s: The following lighting controls may be centralized in remote locations; 1. righting controls for spaces which must be used as a whole. 2. Automatic controls. 3. controls requiring trained operators. . controls for safety hazards and security. 1513.2 Area controls, The maximum lighting power that may be controlled from a single switch or autornatic control shall not exceed that which is provided by a went y ampere circuit loaded to not nmre than eighty percent. A master control may be installed provided the individual switches retain their capability to function independently. circuit breakers may not be used as the sole moans of switching. Exceptions: 1. Industrial or manufacturing process areas, as may be required for production. 1 1 1 1 than of the building footprint�. Areas lea t n five �rcent for footprints over 100,000 ft . 1513.3Daylight-Zone control: All daylighted zones, as defined in Chapter 12, both under overhead glazing and adjacent to vertical glazing, shall be provided with individual controls, or daylight- or occupant -sensing automatic controls, which control the lights independent of general area lighting. 15114 Display, Exhibition, and specialty Lighting controls: All display, exhibition, or specialty lighting shall be controlled independently of general area lighting. 1513.5 Automatic shut-off controls,Exterior: Eterior lighting not intended for -Tour continuous use shall be automatically switched by q e timer, photocell, or a con-bination of timer and photocell. Automatic time switches shall also have program back-up capabilities, which prevent the loss of program and time settings for at least 10 hours, if power is interrupted. 1513.6 Automatic shut-off controls, Interior: office buildings greater than 25,000 fe and all school classroonns shall be equipped with separate automatic controls to slut off the lighting during unoccupied hours. Automatic controls may be an occupancy sensor, time svAtch, or other device capable of automatically shutting off lighting. Exceptions: 1. Areas that must be continuously illuminated, or illuminated in a manner requiring manual operation of the lighting. 2. Emergency lighting systems,. 3. switching for industrial or manufacturing prods facilities as maybe be required for production. 1513.6.1 occupancy Sensors: Occupancy sensors shall he capable of automaticaiiy turning off all the lights in an area, no more than 30 minutes after the area has been vacated. 15116.2 Auftomatic Time Svdtches: Automatic time svWtch s shall have a minimum 7 day clock and be capable of being set for 7 different day types per week and incorporate an auto m atic holiday "shut-off' feature, which turns off all loads for at least 24 hours and then resd rnm normally scheduled operations. Automatic time w itches shall also have program back-up capabilities, Mich prevent the loss of program and time settings for at lust 10 hours, if power is interrupted. I Automatic time switches shall incorporate an over -ride swftching dWee which: ich: a. is readily accessible; . is located so that a person using the device can see the lights or the areas controlled by the such, or so that the area being illunIinated is annunciated; C. is manually operated, d. all nrs the lighting to remain on for no more than two hours when an over -ride is initiated; and e, controls an area not exceeding 5,000 W or 5 percent of footprint for footprints over 1 oo,000 W, whichever is greater. i t . . . . . . -------- ,,// II .5 y, R 'i4"'f:. �f � •} /, +, 4 ,} is i' . y ,1 ,�'1. �'!. � '}�,k 1 : t � '� la� J t .j � , '7' �.',� M n. k�i„ �j�� *}`. ii'r w ''i! 'b+.•.5' 'I' *f' k 't' ' }s> ' rF •r••= "'# xcY `'rc cM ,o,I' c { t�{.f "r.`� kr�,( � �.v+• . .+�'r�„ ':} } r� srj t;��{ i .ly'si '�y ) �} k �`i� by x �f <svn +� i e?' 1 ',A•" ^?r, ,�'{. ��1 $ {}"• 'i' '{.,yx'1> ip4.£rv+�i{.Y,'.+{3 5}'4t q}k�•}�. ,.' 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'��k�sa � •" I' ��5��Yb'.�t.'V��r��I��''�..•��•RF'j1�x4b'i}`lr,•�•'�y'��'.,N'@.''I#i,'�'L�$,'7�f.#.�,. 0 0 ... A 50'" Date 12/2/97 40 Mr MP dt Applicability Code flon Building Department (yes, no, n.a.) Section Component 1,Information Requ*red on Plans Notes Local control/access :Area controls Waximum limit per switch glazing glazingvertical Jndicate vertical overhead glazing 'Indicate overhead glazing ,Display/exhib/special Indicate separate Exterior shut-off '.Schedule with type and features, indicate location '(a) timer w/backup Indicate location (b) photocell. Indicate location : !(a) occup. sensors i and locations Schedule with (b) auto. Schedule featutes (back -,up, size of zone on plans 'Lighting Sum. Form CompletedIndicate tdf with fixture types, Schedule ballasts, fixture Elec motor efficiency 1MECH-MOT or Equipment Schedule with hp, rpm, efficiency ' 1 dv y • F { ' r �r yY . i. F 10 1994 Washington State Nonresid Hance Form 11994 11a in ton State Nonresidential Energy Code Compliance Forms June, 199 0 Project Info • Project j Address CITY OF EDMONDS PUBLIC SAFETY COMPLEX Date 12/3/97 AVE, For Building Department Use , 1 EDMONDSt WA 98020 Applicant Name: ABACUS ENGINEERED SYSTEMS . LE NE ) Applicant Add r , 401 2ND AVE. S . , SUITE 201, SEATTLE, WA 9810 Applicant Phone: (583�0200 Eject Description0 New Building ❑Addition ❑Alteration 0 Prescriptive Q Lighting Power Allowance Q Systems Analysis Compliance Option (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions [] No changes are being made to the lighting ,(check appropriate box) E] Less than 60% of the fixtures are new, and installed lighting wattage is not being increased Maximum Allowed Lighting Wattage (Interior) Location (floor/room no.) Occupancy Description Allowed Watts per ft2*" Area in ft� Allowed x Area POLICE STATION s COURTHOUSE 1 . 20 27856 . Q 33427 . 2 COURT Roots i . 3i 22 7o . a 297397 From Table 15-1 (over) - document all exceptions on farm LTG-LPA atal Allowed Watts 36400 . 9 Proposed Lighting Wattage Interior) (May not exceed Total Allowed Watts for Interior) Location Number of Watts/ Watts (floor/room no.) Fixture Description Fixtures Fixture Proposed A 11 56sO 616: 0 a 18 56.0 1008.0 sz 81 88.E 7128 6 0 C 51 70.0 3570*0 cx 2 70. 0 140*0 o r „, 38 56.0 2128.0 ox 11 88.0 t968. 0 D2 57 56.0 3192.E n3 5 28.0 140.E E 4 35.0 140.0 EI 2 70.4 140*0 F 3 56.0 168.4 G 11. 56.0 616.0 K 5 56.0 280.0 L 32 ZB.O 896.0 Ll 7 56.0 .39260 M 9 56.0 504.0l N 18 28.0 6504.0 o 5 56.0 280.0 h T I )jnciton State Nonresidential Ene ift 1994 Washington State Energy Code Compliance Forms :9��3' 'r hc� ;,<rF#''xv #ki;,f� :�f�.�}3 S� +•r'�r:�''�i�. �i�'4x,�.. �s.53 June,1995 Lighting - General Requirements 1513 Lighting Controls 1513.1 Local control and Accessibility: Each space, enclosed by walls or ceiling -height partitions, shall be provided vAth lighting controls located within that space. The lighting controls, whether one or more, shall be capable of turning off all lights within the space. The controls shall be readily accessible, at the point of entry/exit, to personnel occupftg or using the space. Exceptions: The follovAng lighting controls may be centralized in remote locations: 1. Lighting controls for spaces Mich must be used as a whole. 2, Automatic controls. 3. Controfs requiring trained operators. . Controls for safety hazards and security. 112 Area Controls: The maximum um lighting power that may be controlled from a single switch or automatic control shall not exceed that which is provided by a twenty ampere circuit loaded to not more than eighty percent. A master control may be installed provided the individual switches retain their capability to function independently. Circuit breakers may not be used as the solo means of switching, Exceptions: . industrial or manufacturing process areas, as may be required for production. 2. Areas less than five percent of the building footprint for footprints over 1 OOjOOO ft. 1513.3 Daylight Zone Control* All daylighted zones, as defined in Chapter 12, both under overhead glazing and adjacent to vertical glazing, shah be provided wi th individual controls, or daylight- or occupant -sensing automatic controls, which control the lights independent of general are lighting. 1513.4 Display, Exhibition, and specialty Lighting Controls: All display, exhibition, or specialty lighting shall be controlled independently of general area lighting, 1513.5 Automatic shut-off controls, Exterior: Exterior lighting not intended for 2 -hour continuous use shall be automatically switched by f termer, photocell, or a combination of timer and photocell. Automatic tlrre switches shall also have program back-up capabilities, which prevent the loss of program and time settings for at least 10 hours, if pour is interrupted. 1513.6 Automatic shut-off Controls, interior: ice buildings greater than, 25,000 ft and all school classrooms shall be equips with separate automatic controls to shut off the lighting during unoccupied hours* Automatic controls may be an occupancy sensor, time s hitch, or other device capable of automatically shutting off fighting. Exceptions: 1. Areas that must be continuously illuminated, or illuminated in a manner requiring manual operation of the lighting. 2. Emergency lighting systems. 3. Switching for indutst al or manufacturing process facilities a may be required for production, 1513.6.1 Occupancy Sensors: Occupancy sensors shall he capable of automatically turning off all the lights in an area, no mote than 30 minutes after the area has been vacated. 1513.6.2 Automatic Time Switches: Automatic time switches shall have a minimum 7 day clack and be capable of being set for 7 different day Types per week and incorporate an automatic holiday "shut-off" feature, which turns off all loads for at least 24 hours and then resumes normally scheduled operations. Automatic time switches shah also have program back-up capabilities, which prink the Ions of program and time settings for iat least ZQ hours, if power is interrupted. Automatic time switches shaft incorporate an over -ride switching device which: a. b. C. d. is readily accessible; is located so that a person using the device can see the lights or the areas controlled by the switch, or so that the area being illuminated is annunciated; is manually operated; allows the lighting to remain on for no more than two hours when an over -ride is initialed; and controls an area not exceeding 5,000 fl? or 5 percent of footprint for footprints over 100,000 ftz, whichever is greater. 1 Compliance Forms June,1995 1 994 Washington State Energy Code Project Address CITY F D O D PUBLIC SAFETYCOMPLEX Date 12/3/97 The following information is necessary to check a lighting permit application for compliance with the lighting requirements In the 1994 Washington State Nonresidential Energy Code. Applicability Code LocationBuildingDepartment (yes, , n.a. Section Component Information Required on Plana Hates LIGHTING CONTROLS 1513) yes 1513.1 Local control/access Schedule with type, Indicate locations yes 1513.2 Area controls Maximum limit per switch yes 1513.3 Daylight zone control Schedule with type and features, Indicate locations vertical glazing Indicate vertical glazing on plans overhead glazing Indicate overhead glazing on plans .a . 1513.4 Display/exhib/special Indicate separate controls 1513.5 Exterior shut-off Schedule with type and features, indicate location (a) timer w/ a # up Indicate location yes(b)photocell. Indicate location 1513.6 Inter. auto shut-off Indicate location yes 1 13. .1(a)000up. sensors Schedule with type acid locations 1 13. .(b)auto. switches Schedule with type ar�d features (back-up, override capability); Indicate size of zone n plans yes Lighting Sum. Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture . motor efficiency MECE-~l-MOT or Equipment Schedule with hp, rpm, efficient r aElec If "no" is circled for any question, provide explanation: 11 DATE RECEIVED DEC 0 3 1997 � 4 • MERRITT & PARDINi ' L r w ! lb * V N U2'1 1994 Wp'linqton State Nonresidential Ener ;ri►;+�a �, o rig:-; 0 1994Washington Mate Nonresidential Energy Code Compliance Perms I in .,5, A �.S r.it.�U.. •'.E�. }.i+c,. Hl.. } .:.. .�.4}3 \','...;l��G�.ti S'ri1' ,. U,..l'3}�1.•:}i J.i,:4S'}1,rS r:l3.�dii:nr;}St}�?,;r WJVA June,1995 Project Address CITY OF EDMONDS PUBLIC SAFETY COMPLEX Date 12/3/97 Use thi's fora it you are claiming any ceiling freight adjustments for your Lighting Power Allowances for interior lighting. The Occupancy Description should agree with the "Use" listed on Code Table 1 -1. identify the appropriate Ceiling Height Limit feet, 12 feet or 20 feet) on which the adjustment is based. The Adjusted LPA is calculated from this number and from the Allowed Watts r ft2. Carry the Adjusted LEA to the corresponding "Allowed lea t per ft2,, location on LTG -sum. I Adjusted LightPower Allowances (Interior Lo Allowed Ceiling Height C lain Height Myatt Adjusted LPAcation a f fnflorroon n Occupancy Description Matt per nrWatts per COURT OM 1.20 16.8 fast 12 feet 1131 a r h i F 4 R y iF T ■ "F*From Table 1 -1 based on exceptions listed in footnotes � - F - a °' .'`" r#"J.'.!' t'-+':,ae:F'•.{Fti'N,n7�+iw4,'irr;i''""'t'l+SA"'i..rrt*r+'ir�� { ' if 1994 V1 llFa a jF"% ■ i 1 1 + i Be 1 9- /"AL i J-W& nee Form I Prescriptive Spaces QualificationChecklist Note: If occupancy type is " thee' and fixture answer is checked, the number of fixtures in the space is not limited by Code. clearly indicate these spaces on plans. If not qualified, do LIMA calculations. Occupancy; Q Warehouses, storage areas or aircraft storage hangers (0)Other Lighting Fixtures: El Check here if at least 95% of fixtures in the space meet all four criteria: 1. Fixtures are fluorescent, non -leased, with only one or two lamps, and 2. Lamps are `- , - , T-8 or PL, and . Ballasts are electronic ballasts 3. Lamps are-50Watts, and Table 15ml Unit Lighting40 Power Allowance (LPA) for Interior Lighting LpA2 LPAI Use, (Wift2) Use, (Mitt') Fainting, welding, carpentry, machine shops 23 Police and fire startion .2 r er shops, beauty shops 2 Atria (atriums Hotel banquet/conference/exhibition mall " 2 Assembly spaces9, auditoriums, gymnasi69, theaters Laboratories 2 Process plants Aircraft repair hangars 1.5 Restaurants/bars 1 Cafeterias, fast food esta llshments 1.5 Retail 1 Factories, workshops, handling areas 1.5 Retail B111, Retail banking.� Gas stations, auto repair shops 6 1.5 Locker and/or shower facilities o. Institutions 1.5 Warehouses", storage areas 0.5 Libraries '1.5 ircra t- storage hangars 0.4 Nursing omen 1.5 Parkinggarages Seet Setbon Wholesale stores (pallet rack shelving) 1.5 Mall concourses 1.4 Plans submitted for common Areas only Schools buildings, school classrooms, day care centers 1.35 Common area, corridors, lobbies (except mail concourse) 0. Laundries 1.3 Toilet facilities and washrooms 0.8 Office buildings, office/administrative areas in facilities of other use types (including but not limited to schools, 1.2 hospitals, institutions, museums, banks, churches) 5 ootnotes Tor i ame i ow 1. In cases in which a use is not mentioned specifically, the Unit Povet- Allowame shall be determined by the building official. This determination shall be based upon the most comparable LIse specified in the table. See Section 1512 for exempt areas. 2. '3'hc watts per square foot may k-% increased, by two percent per foot of ceiling height above twenty feet,, unless specifically directed otherAvise by subsequent footnotes. 3. Watts per square foot of roam may be increased by two percent per foot of ceiling height above twelve feet. 4, For al ocher spaces, such as seating and common areas, use the Unlot Light Povwr Alloitvnce for assembly. 1 5. Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. G. Includes pump area under canopy. 7. In cases in which a lighting plan is submitted for only a portion of a floor, a Unit Lighting Power Allowance of 1.35 may be used for Disable office floor area and 0.80 watts per squire foot shall be used for the common areas, which may include elevator space, lobby area and rest roams. Common areas, as herein defined do not include mall concourses. 8. For t11e fire engine room, the Unit Lighting Power Allowance is 1.0 watts per square foot. 9. For indoor sport tournament courts with adjacent spectator seating, the Unit Lighting Power Allowance for the court area is 2.6 waits per square foot, 10. For both detail A and Retail B, light for0 free-standing display, building showcase illumination and displaywindow illumination installed within two feet of the whidow are exempt. Retail A allows a Unit Lighting Power Allowance of 1.0 watts per square foot. Getting mounted adjustable tungsten halogen and HID merchandise display illuminaries are exempt. Retail B allows a Unit Lighting Power Allowimce of 1.5 waits per square foot, including all ceiling mounted merchandise display luminaries. 11. Provided that a moor plan, indicating rack location and height, is submitted, the square footage for a warehouse maybe defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. `file height allowance defined in footnote 2 applies only to the floor area not covered by racks. • ,- art-. i 1994 W 'ngton State Nonresidential Energ Code Cow, rice Form `dotal Proposed Watts may not exceed Total Allowed Watts for Interior Maximum Allowed Lighting Wattage (Exterior) Location Covered Parking Open Parking Outdoor Areas PARKING LOT Description Allowed Waits per ftZ or per if 0.2 W/ft2 0.2 W/ft2 0.2 W/ft2 ld facade -- o. vt Bra f(byerirr ,5 vl p Note: for building exterior, choose either the facade area or the perimeter method, but not both) Proposed Lighting Wattage (Exteneor) i otai vroposea watts Area in ft2 (or If for perimeter) 3130 . '. otal Allowed Watts (May not exceed Total Allowed Watts for Exterior) Total Proposed Watts may not a cceea i atai mimwea vvau5 wr n mn l r I VLCA1 rI %A xrCALL DATE RECEIVED D��; 0 3 i997 Allowed Watts x ft2 (or x Ifs 510.0 i MspaR�ITT & PARDIN� 1994 W 'ngton State Nonresidential Energ Code Cow, rice Form `dotal Proposed Watts may not exceed Total Allowed Watts for Interior Maximum Allowed Lighting Wattage (Exterior) Location Covered Parking Open Parking Outdoor Areas PARKING LOT Description Allowed Waits per ftZ or per if 0.2 W/ft2 0.2 W/ft2 0.2 W/ft2 ld facade -- o. vt Bra f(byerirr ,5 vl p Note: for building exterior, choose either the facade area or the perimeter method, but not both) Proposed Lighting Wattage (Exteneor) i otai vroposea watts Area in ft2 (or If for perimeter) 3130 . '. otal Allowed Watts (May not exceed Total Allowed Watts for Exterior) Total Proposed Watts may not a cceea i atai mimwea vvau5 wr n mn l r I VLCA1 rI %A xrCALL DATE RECEIVED D��; 0 3 i997 Allowed Watts x ft2 (or x Ifs 510.0 i MspaR�ITT & PARDIN� e kb Tu3`5`?ti'x "�'e#t}<r {, c++ti+1 i 11(w,Yf -1.77 rtk {}Yf {d {�� V l .#k KC <.fr.}r2• . {$ � 7201 Third Avenue, Suite 900 Seattle, Washington 98101 • • (206) 622-5822 Fax (206) 622-8 1 3D • 3 _Ps- ■ Prol-ea �]F-5 IOGotlon cU�M �t�u1�T3 t.✓ [NG -- SL t 45w+-S M.eM�P7 -- 0* - I* ., .0 of Xul� Y' ,.FEB 13 u w no aar• hi I t,7 ,A, I C) t - • #• . i r i. r• tr • • . • •a •ate + —a . r — tr rt f a — • . t '75 f )c ar } (9,933 /'.3 3 03 0 ...- �.... r ... �..... � �� + �yr..•�+•.f-+ �+•�� + ate. � r . Em .•dw qMWO dpp 343 Lt q7I SP 4 d'PO3 rt�—�..• ♦+ .,n . -WOO-- Ir . s i . r r . t era• w s .� r.� rr f #��. r � � • . �f y � ... � fir � y�•+r�rrt r �� .�� . r �-•�"* fi� 161 ...—_. _ �r�a..��y.r.*.r �tr .fir• r�+w+tf M�� • R• �.,,f#. * .r rt�! + . a .. ��. �w�r a a-tOWN= • .# 0 4 ■ VisualAnalysis (version 2.5),ft Dead + Snow - Results XYView #8 Edmonds Public Service, Sun Jan 1811:29:321998 Rich Powers lbs, deg Mt ,M g C� L evpptAr wcL C" 77t•R.vS[-.�-Ti�s..rL Fitt i%t �&GO A.. INIwirf -W-W a 44 IL 0 Title "Edmonds Public Service" - "Rich Powers" qW loll Analysis Type Static ...Stiffness Analysis Reduce Bandwidth hype Plane Frame Units Feet Pounds Degrees Joint Coordinates N 1 0 0 Support N2 D 0.833 N3 12 4.083 N4 24 7e333 N5 29*75 8*891 N6 35,5 7.333 N7 47*5 4eO83 N8 47o5 3.25 Support N9 6 1,087 N10 18 1262 N11 29o75 5391 N 12 41.5 3o974 Joint Releases N 1 Moment Z N8 Moment Z Joint Masses Member Incidences M2 N2 N3 M3 N3 N4 M4 N4 N5 MS NS N6 M6 N6 N7 M7 N7 N8 M8 N1 N9 M9 N9 N10 M10 N10 N11 ;A71 N11 N12 Al2 N12 N8 M13 N11 N5 M14 N2 N9 M15 N9 N3 M16 N3 N10 M17 N10 N4 M18 N4 N11 M19 N11 N6 M20 N6 N12 M21 N12 N7 M1 Ni N2 Member Releases M2 Start Moment Z M4 End Moment Z M6 End Moment Z MB Start Moment Z M 10 End Moment Z M 12 End Moment Z M13 Start Moment Z End Moment Z M 14 Start Moment Z End Moment Z M15 Start Moment Z End Moment Z M7 6 Start Moment Z End Moment Z M 17 Start Moment Z End Moment Z MI 8 Start Moment Z End Moment Z M 19 Start Moment Z End Moment Z M20 Start Moment Z End Moment Z M21 Start Moment Z End Moment Z I@ Member Properties *Table.Wood M2 "SS2X6" Member Properties Table�..Wood M3 "SS2X6" Vember Properties Table.Wood M4 "SS2X6" Aember Properties Table.Wood M5 "SS2X6" Member Properties Table.Wood M6 "SS2X6" Member Properties Table.Wood M7 "SS2X6" Member Properties Table..Wood MB "SS2X6" Member Properties Table.Wood M9 "SS2X6" Sm •- i • M 4•- .WI • i • M Member Properties Table.Wood M10 "SS2X6" Member Properties Table...Wood M71 "SS2X6" Member Properties Table_Wood M12 "SS2X6" Member Properties Table_Wood M13 "SS2X4" W.ember Properties Table.Wood M14 "SS2X4" Member Properties Table W M15 "SS2X4" Member . Properties Table Wood M16 "SS2X4" Member Properties Table W MI 7 "SS2X4" Member Properties TableLWood M18 "SS2X4" Member Properties Table..Wood M19 "SS2X4" Member Properties Table.Wood M20 "SS2X4" Member Properties Table.M.Wood M21 "SS2X4" Member Properties Tabie.Wood M1 "SS2X6" Material Wood Emod 2.304e+08 Member M2 Material Wood Emod 2.304e+08 Member M3 Material Wood Emod 2.304e+08 Member M4 Material Wood Emod 2.304e+08 Member MS Material Wood Emod 2.304e+08 Member M6 Material Wood Emod 2.304e+08 Member M7 Material Wood Emod 2.304e+08 Member MS Material Wood Emod 2.304e+08 Member M9 Material Wood Emod 2.304e+08 Member M10 Material Wood Emod 2.304e+08 Member M11 Material Wood Emod 2.304e+08 Member M12 Material Wood Emod 2.304e+08 Member M13 Material Wood Emod 2,,304e+08 Member M14 Material Wood Emod 2.304e+08 Member M15 Material Wood Emod 2.304e+08 Member M16 Material Wood Emod 2.304e+08 Member M17 Material Wood Emod 2.304e+08 Member M18 Material Wood Emod 2,,304e+08 Member M19 Material Wood Emod 2.304e+08 Member M20 Material Wood Emod 2.304e+08 Member M21 Material Wood Emod 2.304e+08 Member Mi '4oading 1 "Dead1" 5ravity Loads X 0 Y 0 Member Loads M2 Global Force Y Uniform W,*46 M3 Global Force Y Uniform W -46 M4 Global Force Y Uniform W 46 M5 Global Force Y Uniform W 46 M6 Global Force Y Uniform W -46 Loading 2 "Snow1" Gravity Loads X 0 Y 0 Member Loads M2 Global Force Y Projected Uniform W -50 M3 Global Force Y Projected Uniform W -50 M4 Global Force Y Projected Uniform W -50 M5 Global Force Y Projected Uniform W -50 M6 Global Force Y Projected Uniform W 4-50 Loading Combination 3 "Dead + Snow" 3 Factored Case Combination 1 12 1 7 9. 0 ■ 0 s VisualAnalysl"s (ver. 2.5) Report Rich Powers, KPFF 19n I !3rri Ave iic?nn , Project Name: Billing Info: Default Units: January 18, 1998 Seattle, WA 98101 Edmonds Public Service ft, lbs, deg, °F/ft Selected Analysis Results Factors on Load Cases. Deadl so 1 Snows : 1 NODAL DISPLACEMENTS Noce NlD1 L REACTIONS Load Cases. Dead + Snow RZ -. 69 Node rx FY x 1 0.00 2 -Mv 0 r • i h mo + • E IF n i ['.9. El f k r: • go. Nim 1/12/98 V13R3'IC1lI. DIS zuw3: ON TABLE (UBC94) PROJECT TITLE: Edmond P.S. METHOD A.a C(A) - Period T = a sec. (Below) 2.975 METHOD B,. Period T C(B) = 0000 S ESS(1)/DRI (2 C(A)f 2*76 0M.--see. (input) C(B)f 040 FOR STRESS FOR DRIFT V/W = 0a1289 (2) V/W = 0.80000 Ft (k) = 0.0 +}+..}}a+}}.+ .}+}+. . +}+.#r••}.. i + k . 1 + . s + . a + .•• V +�.+rt+;a,ra}+}}. ,rr +.+ i r'} } ■ a . • r a + - t +++. • ++ . +r.++w.....4 fit.. + . + + . t . • . s . s s t r + + .i+ . .. . .+ + . + } + + } � ..r+ - .. . . .. .. +. .. r ... . t . + + r r . r - •■},rrs++., .++ -*+■ .r+. }'. + .. . e s .. + . s r s w`. s . v ■a.+. r-} .. + . }+ ..+ + .. + .� . + ,r•.a. Fa + ,}+F++.. rt+t , `d s . + r }.. + } + r-•ry ++ . r + . l .. a + r + -� * . . r F : s a + a r . + . } i + + + • • . +F. . +� 25o5O 306*3 7809*4 57.5 57aS 12.00 F 443a5 53 39.2 57s5 776*0 582 m3 . 0*00 0,0 000 000 96*7 1935v8 jo-60 + r i a + r + . . . 4 . . 4 . . a • . + + r t + - } r + + , • + . r . + . 4 + r i ON a a r ++ +000 +0.0 0000 0.&0 Ono 961 1935.8 i * -.0.00 000 0-80, 0*0 96*7 1935.8 06,0 .......... 0,100 0*0 060 000 96*7 1935m8 0.60 0600 0,60 040 000 96*7 1935.8 060 TT-- A L S! -4 ►rr+ia 7. iw 7 .O. a-84,4 UBC949. V METHOD A C(A) = 1 at T = Ct*(HnA3/4) = 0256 sec. �# t . #9 ZICW/Rw = 0*1289 W (k) ON .41 +fasr+ + �� + . .r�+ra+++w+rr++. .. ... • i+ Rw++ +a .+.+ +t+. •+ + 25S/(TA2/3) = 2.75 not to exceed +r.++. rrr•;• 215 i Ct f020' -+� Hn ++..+. + '600.1 fts 300 C(A)f/Rw 0.344 greater than 0*075 r } Lateral,xis t Z 3 rld L'd ■ i do �A ti ff I- i # d-ft 1 pow% � T i r • 7 + • • 3 t + r + r * dp r .r + 6 1 qr • • �OR A . 0 i • ■ 04M no. rov- erl tocatbn • r . Mmh"p%&-l—mL m# moo W�affi 0- ONW.00- .. ..moo -4 "'M'mmm"w .Ems EL W. -h -*Ph + a ZS� ddwwmm� + . • G�rrti r*�• ..b#+94F ■r+. ++..,.��s + r ter- . • • +#�. �+,r . t *# do& �& r + w go dump dme - row .0 W7 �w �� , � �+ .+r�•r#�� f� •� � • rrr1��F+•Pr-`. ` +.�� .fit . r • . + •GWAO . +410 IA A.+ d crop qMdP dnop� 4ldr .�°4-P tiado .may• rr r■ r�� +++� ref#..+is...,ri..-rw.rri�r _ ..+�.+..■ y Obrapp Um A • r ■ �� ■ . yt+ 4 r ■.rftl� # r•r t ■ a. r .r` , f F r MMP ■ - • - i+ s �/. y y ■ + a . db lb + ! i # F • �� i + w � 49 7 i ,. 0'. • wp #! i* * i r• *• 4rk � • i + rt f i * , �+ M Ot 0 4 b ; i t . i i i 16 • s ft,mr • •0 0 2m 19 n ; a ; f F s s . � lb r-1 0 P. !'ols 46e 4 .at W io c DLC W 3 Ij 9.7 OP - Report c Geotechnical Engineering Services Proposed Public Safety Complex IP Edmonds, Washington August 15, 1997 -- Prepared for Merritt + Pardini Seattle, WA Ip l Prepared by LANDAU ASSaCIATES, INC. 23107 100th Avenue W • P.O. Box 1029 o Edmonds, WA. 98020-9129 • (425) 778-0907 J — TABLE OF CONTENTS Page INTRODUCTION 1 Project Description 1 Scope of Services 2 SITE CONDITIONS 3 Surface Conditions 3 Geology 4 Subsurface Conditions 4 Groundwater 5 CONCLUSIONS'AND RECOMMENDATIONS 5 _ Site Preparation and Earthwork 6 Shallow'Foundafion- Support 9 Seismic Design Parameters 10 Lateral Earth'Pre'ssur'e's 11 Floor Slab Support 12 Parking and Paved Areas 12 Drainage 13 Construction Monitoring 14 USE OF THIS REPORT 14 APPENDIX A -FIELD EXPLORATIONS AND LABORATORY TESTS, LIST OF FIGURES J Figure Title J 1 Vicinity Map 2 Siste'Map - 08/15/97 J:V92\004\PUOSAFB.RM ll t. { s i INTRODUCTION This report presents the'results of proposed City of. Edmonds. public safety c Ldesign-phase geotechnical stud mplex in Edmonds, Washington. nreviously provided a technical memorandum dated November 25,, 1996 summary of our prelimmary geotechnical findings and c safety complex. 'The recommendations in- phis report supersede the preliminary recommendations conducted for the Landau Associates containing a brief 1 nrovided in that memorandum onciusions related to the proposed public This report has been prepared based on borings accomplished as a part of this study; preliminary design 'information provided : by Merritt + Parduu, includin g layout and elevation drawings; existing geologic maps of the site vicinity; and information provided by.Merritt + Pard during telephone discussions -during the course of this study. . ' 1 1(V J ��.1 1lC7t.�t11 1, iViV The site of the proposed public safety complex is an approximately 3-1/2 acre, trapezoidal parcel located in downtown Edmonds. The approximate site location i's shown on the viciruty map, Figure 1. The property is bounded by..Bell Street to the south, Sprague Street to' the north, 6th Avenue. to the easy, and 5th'Avenue to the west: Edmonds Street,'which'paraflels Bell and Sprague Streets, bisects the site near the north end. Current site development plans-, invo'lve'construction of a new fire station -and a new building housing the police department and municipal court functions. The police/court building will consist of a two-story wing housing the police department, and asingle-story wing housing the municipal court chambers and associated offices and services. The fire station will straddle a portion of Edmonds Street and will be athree-bay, single -story structure with a small second -story mezzanine. The remainder of -the site will be -used for parking and open space. The locations of the . proposed buildings; parking areas; and open spaces are shown on the'site plan, Figure I'' We understand that.the plan. area for both stories of the police wing of the police/court building will be about 12,000 ft?, The court wing of the police/court building will have a plan area of about 7,000 fe. Finish floor., elevations for .the police/court building are expected to. be about 83 to 84 ft- forthe lower level of the police building and about 94 to 95 ft forthe court wing and the ' upper level of the policewing. Although- the planned.elevation of the lower level of the police wing .will be below existing site grades, which vary in elevation from about 90 to 95 ft across the footprint . of the wing, the lowe'r level will daylight "on the east,'north, and west sides. In'order to do so; the r police. wing will be set back from the east, side of the. property, a sufficient distance to allow construction of a combination of slope and retauling walls between the.building and 6th Avenue. - The' court wing will be at or above existing grades, requiring fill and associated foundation retaining walls to support floor slabs. A full height basement retaining wall will be' constructed to accommodate the transition between the police and court wings. An elevator will be located on the easy side of -the Police/cou''rtbuildin9 at the transition between. the- wings. The fire station will have a plan area of about 7,700 fe.-Tinish floor.elevation for the fire _ station is not known at this time but is expec#ed' tobe close to exi.stin.g grades along -Edmonds Street which range in elevation from.about 82 to 86 ft within the planned footprint of the fire station. Preliminary design drawings indicate the police/court building and fire station will be masonry -and wood structures with slab -on -grade ground Boors. Foundation loa'ds'for. the police /court bw"Iding- and the fire statiomwere not available at the.time this report was prepared. For our study, we have assumed that the buildings would generate moderate foundation loads.. Preliminary. site plans indicate that some modification to site grades will be -accomplished across the rest of the .site to construct parking and open areas. The plaza area between the police'/court building and parking_ areas along 5th Avenue will include'steps., terraces, and low retaining walls, and isolated retaining walls will be required along the 5th Avenue side of the site to accommodate grade differences between the sidewalk along 5th Avenue- and site parking areas. Additional isolated retaining walls may ,also be required atthe north end of the police/courts building to accommodate grade.changes between.parking areas and a vehicle access drive at the north end of the building. SCOPE'OF SERVICES The purpose of our services was to provide Mer'ntt.+ Pardini and their client, the City of Edmonds, with information related to.site subsurface conditions, and with geotechnical- engineering_ design criteria and recommendations rebated to design and construction issues, for the proposed project. Information obtained from the field exploration and laboratory testing programs provided the basis for our. geotechnicai recommendations. Tho qrnnP r,f qPrvicPs -was outlined in a revised nrovosal dated September 19,1996 and .incorporated into a consultant agreement with Merritt, + Pard ffil dale the scope of our services included:, 2 d October 7,1996. Specifically, a I j Reviewing available geologic and geotechnical information related to the site and vicinity Exploring site subsurface conditions by drilling and sampling six borings to depths ranging from about 141/2to 181/2 ft Laboratory testing to evaluate pertinent engineering properties of soil encountered �n the borings Summarizing and evaluating site subsurface conditions based on conditions encountered in the borings and the results of laboratory testing _ PrProvidingrecommendations for site preparation and earthwork including suitability of site soil for use as and criteria for sidection, placement, and compaction of structural. . fill . J ._ • Providing recommendations for shallow foundation support including allowable soil . ; bearing pressures and estimates of settlement. i • Providing recommendations regarding lateral earth pressures for design of regaining � walls • Providing recommendations regarding subgrade preparation and support for, slab -on - grade floors. .-- Providing recommendations- regarding subgrade preparation and support offlexible pavement,. -- - g Providin recommendations related to site draage.m. Providing recommendations -for. geotechnical monitoring during construction Preparing'this report. SITE C4NDITIONS .� An understariding of site conditions was developed from a review of available site plans and j site data, a visual .reconnaissance, . arid completion of six borings to evaluate site, soil -and groundwater conditions. SURFACE CONDITIONS The site is'currently occupied by'several buildings housing police, fire, and municipal administrative services, _and by parking and open areas. The open areas are either surfaced plaza ---' 08/15/9 7 :\192\004\PUBSAFE.Ri''[' 3 ' ..* _N 4 4 IIIIIIr I areas or lawn or Iandscaped areas. Site vegetation includes lawn grasses, ornamental shrubs, and occasional deciduous and coniferous trees." overall, the siie slopes gently downward toward the northwest from'an elevation of about 94 to 95 ft at the southeast corner of the site to an elevation of about 80 ffat, the intersection of 5th Avenue and Edmonds Street. The central portion- of the site -between 5th and 6th Avenues is relatively flat. Plaza areas along 5th- Avenue are supported by retaining walls of -moderate height, and a broad flight of steps provides access from the plaza areas to the -sidewalk along 5th Avenue. The regaining walls along 5th Avenue tie into the existing fire station on Edmonds Street. The floor bevel of the fire station bays is similar in elevation to those along Edmonds street, and are lower in elevation Than surface grades'M* the plaza area to. the south of the building. According to representatives of the City, the existing police building {which is within the footprint of the proposed new police/court building and parking and drive areas} has a basement. GEOLOGY The geology and topography of 'the site and immediate vicinity -reflect deposition and ring various periods of continental glaciatio'n-in the Puget ine surnciai geology at the site is generally comprised of soil ol: the VIThidbey Formation which consists primarily of granular sediments deposited during an interlude in past . .glacial -activity. The native granular soil* overlain in places by.various depths'of fill across the site: SUBSURFACE CONDITTONS Subsurface conditions across :the'site were explored by drilling six soil borings to.depths of between 141h and 181h ft, and installing a -piezometer in one of the soil borings (boring B-6). Four borings were drilled in paved areas: two north of the' ex1stingpublic, safety building'(borings B-1 and B-2),.and two' in. the employee parking lot at the corner. of 6th Avenue and Bell Street (borings B-5. and B-6). The remaining � fwo� borings (B-3 and B-4) were drilled ix� lawn. areas east ofthe existing plaza. The boring locations are indicated on the site plan, Figure 2.- A discussion of field. exploration and laboratory test procedures, together with detailed dogs of the borings; are presented in Appendix A. Based on the results of the field and laboratory programs; it appears that the site is underlairi by up to about three feet of granular fill overlying relatively deep, -native sand deposits. The fill generally. consists of brown to.dark brown,- silty, fine'to medium sand with varying amounts of 08/15197 1A192\004_\PuasAFE.RrT 4 erosion proce Sound - area. sses which occurred du I s gravel and organic material. Locally deeper areas of fill could -be present associai utilities or basement backfill.- When'encountered in'borings in'paved areas,.the fi :ed with buried 11 was typically ---- mPrl;"m riPnqP to Nr1Pn�P and m�iSt. Fill �includine tot)soil) encountered in the lawn areas was typically loose to- medium dense and wed. — The naive sand underlying the fill generally consists of a gray, dense to very dense, silty, 'fine to medium sand with varying amounts of gravel and occasional thin layers of finer --grained and —� coarser -grained material. At all boring locations, the native sand encountered just below the fill was . ; in a medium dense condition and mottl ed with brown and red -brown coloration. This condition .0 go indicates that the native sand is weathered, near the fop of the unit. GROUNDWATER . Shallow groundwater was observed at the time of drilling in borings B-3,'B-4, and B-6 those locations, the groundw 31/,2-ft below the existin . At ater was observed within the fill at depths of between about 21h and g ground surface. The observed groundwater. appeared to.be perched above the underlying native silty sand. Inaddition to the perched groundwater, wet soil conditions were also observed within -the underlying native sand in borings B-3, B-4, B-5, and B-6. -The wed condition of the native sand at those Locations suggests that the native sand -maybe saturated and subject to reg�.onal groundwater flow. If so, -the native sand unit is likely to be saturated throughout the year and relatively unaffected by seasonal changes in precipitation patterns. CONCLUSIONS AND'RECOMMENDATIONS Given -the current site develo'pme n-t plans,, the proposed buildings will be underlain at relatively. shallow -depths by competent native soil. Conventional shallow isolated_ and continuous spread footings; slab -on grade floors,, and typical pavement sections are feasible. Adequate foundation support for the'Pro'Posed. buildings will be provided by pr.00f-orolled,, undisturbed, native silty sand or properly compacted structural fi11 placed above the native sand. Site groundwater conditions will impact design and construction of the police and. courts building. Groundwater flow through the native silty sand is not expected to occur rapidly or in large volume. Instead, we expect -seepage into the sides of excavations that- extend 'below the groundwater level.'The expected regional nature of the groundwater in the site vicinity could result in steady groundwater flow.at the'site throughout the year'. 5 7 1 SITE PREPARATION AND EARTHWORK , Site preparati'on'will require demolition and removal of existing buildings and structures, asphalt pavement, concrete -surfaced areas including sidewalks and plazas, and some or all existing utilities. Site preparation will also include clearing and grubbing small to moderate sized trees,, -- stripping vegetation and areas with topsoil, grading to prepare subgrades for buildings and paved areas, excavafiion and backfill"Mg for retaining structures, and placement of fill where required to —~ establish final.subgrade elevations. Demolition debris,, topsoil, and other deleterious material should be- stripped from all areas to be occupied by proposed buildings and paved areas. The estimated typical stripping depth to remove grass and topsoil at the site is estimated to range from about 1 ff. Following --� demolition, gearing, stripping and site excavations, but prior to, placement of any, structural fill or base -course material, -the exposed subgrade under all areas to be occupied by parking or drive areas, soil -supported floor slabs, and spread or continuous foundations should be proof rolled. Proof rolling should be accomplished with appropriate compaction equipment so that the upper 12 inches of exposed subgrade is compacted'to at least 95 percent of maximum dry density as determined by the ASTM D 1557 test procedure. The.purpose of proof rolling is to compact the soil exposed by cutting and excavafi.on operations, and to detect possible' localized zones of loose or sod soil. �Proof rolling should be carefully observed by geotechnical personnel. Zones of loose or soft soil which can not be adequately compacted should be overexcavated to firm soil. Overexcavated areas should be bdc'kfilled with compacted granular material in accordance with subsequent recommendations for structural fill. During periods of 'wet weather, or in. areas, subject to groundwater seepage, proof rolling could damage the exposed stxbgrade..Under. ,these conditions, aqUal.ified geotechnical'engineer should observe subgrade conditions to determine if proof rolling is feasible. Fill and Compaction _ Based on our evaluation of existing topography and our understanding,of the proposed project.- ii appears that after site stripping, grading of the sitewi11 likely result in limited cut and fill in the fire station building area and in most of the paved areas. More extensive cut and/or fill will be're'quired'for construction of the-polke /courts building and associated retaining structures, and for building and paved areas consfructed over the basement. area of the existing police building. u 08/15/97 J:\192\0(}4\PUBSAFE.KPT 6 h t. ..W Structural fill used to'obtam' final grade elevations for footings, soil -supported floor slabs, and paved or surfaced areas must be properly placed and compaCted. Any suitable, nonorganic, -- predominately granular soil maybe used for fill material, including -the moisture -sensitive naive site soil, provided the material is properly moisture conditioned prior to placement and compaction., --- and -the specified degree of compaction is obtained. If the existing onsite soil is to be reused for structttral -fill, any large cobbles or other material greater than about 6-inch diameter should be . removed. Excavated -onside material contauvng topsoil, wood, crash, organic material, or construction debris will not be suitable for reuse as structural fill and should be properly disposed offsite. �J J J The suitability of excavated native site soil or imported soil for compacted structural fill will depend on the gradation and moishtre content of the soil when it is placed.- As the amount of fines (flnn f nrfinn finer than the U.S. Standard No: 200 sieve) increases, the soil becomes increasingly mes more difficult to sensitive to small changes in moisture content and adequate compaction beco achieve. Soff containing more than about 5 percent fines cannot consistently be compacted to a dense, nonyielding condition when the water content is greater than optimum. Optimu'm moisture contend is that moisture content which results in the greatest compacted dry density. The field moisture content of the site soil was variable. The moisture content of shallow soil would also be expected to vary -seasonally. Although sandy silt was encountered near the surface at boring B-4, most native soil within the site consists of silty sand with a fines content between'26 and 39 percent. The amount' of fines indicates that the excavated native soil will be highly moisture sensitive and difficult to compact when wed. These materials will be suitable for use as structural, fill only i.f placed and compacted during dry weather when'the moisture contend can be maintained near optimum. Based on their present natural moisture content, the site sail could be close to, and possibly. significantly above, optimum, indica-ting that aggressive moisture conditioning could be required. In addition, the moisture content would be expected to increase during wetter months to percentages possibly well above optimum. Therefore, we recommend use of the site soil for structural fill be limited to the summer and early fall months. Considering the relatively constrained site and uncertainty of weather conditions,, moisture conditioning may not be practical, and' it may be necessary to waste significant portions of the lk excavated soil. If construction is accomplished during wed weather, we recommend that structural fill consist of an imported, clean, well -graded sand, or sand and gravel containing less than 5 percent passing the No. 200 sieve. sieve, based on a wet sieve analysis of that portion passing the 3/4-inch ported, should be placed in maximum 8- to 10-4nch loose lifts and thoroughly compacted. All structural fill under building areas should be compacted to. at least 95 per' centof the. maximum dry density, as determined by the'ASTM. D1557 test method. In paved areas, the fill- should be compacted to at least 92 percent, except the upper 12 inches of S�ructural ffll, whether native or im . subgrade, which should be compacted to, a mixumum of t Plumbing and utility trenches should be properly b possibility of localized loss of flo appropriate compaction criteria )5 percent, of maximum dry -density. ackfilled and compacted to minimise the r slab or pavement support. Backfill in trenches should meet the previously described. Temporary and Permanent Slopes, Trenching Excavation for. the'p- olice / court building, stormwater detention measures, and miscellaneous retaining s pl,,acement extent. tructures wi11 require temporary cuffs of moderate height and extent. Site grading- -and of fill behind retaining wails will also result in permanent slopes of moderate height and The stability of construction slopes depends on actual soil conditions, groundwater and surface wader conditions, slops -height and inclination, excavation configuration, construction methods and sequence,, length of time the excavafiion is open, the presence of surcharge loads adjacent to the' excavation, construction vibrations, and other , factors. In accordance with conventional eonstruction prac�ice,�the s�abiiity of temporary excavation slopes or shoring should _ be, the responsibility of -the contractor, who is'able. to monitor the construction activities and has direct control over the means and methods of construction. Trench or open excavations that,caiinot. be. safely or economically laid back should be shored in accordance with all applicable federal, state, and local requirements. _ Guidelines for. temporary construction slopes are base'd'on our experience with similar soils and subsurface conditions and the'general protec.tion' requirements described in Chapter 296-155- 655,.of the Washington'Annotated Code (WAC). The following guidelines are suggested for temporary cut and fill slopes less than 20 ft in height at. the site: A 192\004\ PUBSAFE. RFT 8 j . 4 J WAC 296455 Maximum Allowable Soil Type Classification Slope Angle Native silty sand Type B 1H:1V Native silty sand with groundwater seepage Type C 1.5H:lV Existing and new fill Type C I.5H:lV Cuts greater than about 4 ft high should be adequately sloped or braced to limit localized sloughing and prevent possible injury. If groundwater seepage, is encountered during excavation, -or excessive caving or raveling occurs, it. may be _necessary to flatten the'excavation side slopes, to install temporary cribbing or shoring, or to place a, buttress -'fill to .prevent logs of soil_ and to. limit potential localized. slope _7 _ __ ---��! instanuuty. i�ermanenz slopes suv}ecz zo steauy-5taze 5eepape cu�.uu pB_1195tfLtL a �uIl6"LCitll 11Ld11LLC1LdiiL:C issue. Seepage onpermanent slopes may require placement of a granular drainage mat on the'slope face or other protective measures to called seepage and limit. erosion. In areas of substanfial seepage, retaining structures with appropriate drainage maybe required to limit slope instability. Permanent gut and fill slopes should not be sleeper than 2H:lV, and should be immediately vegetated or otherwise protected to limit the potential for erosion. 'Slope erosion protection should include routing storm water drainage away from the slope face. Construction Dewatering Control of groundwater- seepage and surface water runoff during construction may be seepage critical in preparing, foundation and slab subgrades and in limitin v g the potential for destabilizing temporary cuts. Because of the relatively high sift content of the native sand, groundwater control through use of welds or we11points is not expected to be practical. Instead, groundwater control during construction would likely include intercepting seepage andgroundwater flow at theperimeter of side�ear�hwork areas, routing infiercepted water to temporary sumps, and pumping collected water to a temporary storm water system. SHALLOW FOUNDATION SUPPORT or kn1ntod- rn'nliniin"czspread fontinggshould be founded on undisturbed native soil or on properly compacted structural fill placed above the undisturbed -.native soil. In areas reG overexcavation to competent native soil and backfilling, overexcavation should expend la 9 airing terally I k beyond the edge of each side of the footing aance equal to one-half the depfih of the distexcavation below the base ot the footing. A lean mix eonereEe may be used as backfill in place of compacted structural backfill. If lean concrete is -used, lateral excavation does not need to extend bevond the width of the footing. Bearing soil that is, disturbed during foundation excavation should either.be recompacted or removed. All soil directly below and around footings should be compacted to at least 95 percent of maximum dry'density (ASTM D1557) prior. to placement'of forms and reinforcing steed. All continuous and isolated spread footings should have minimum widths of 18 and 24 inches, t respectively, and should be founded a minimum of 18 inches below the lowest adjacent final grade., Shallow footings supported on properly prepared'native soil or structural fill may be proportioned using a net allowable bearing pressure of 4,000 pounds per square ft (psi. Theterm. net allowable bearing pressure' refers to the pressure that can be imposed on the. soil at foundation. level resulting -from the total of all dead plus live loads exclusive of the weight of the� footing or any backfill, placed above the footing, The allowab�ebearing pressure maybe increased bypne4hird for tkansient wind or seismic loads. Settlement.of spread foundations depends on foundation size and bearing pressure, as well as the'strength and `compressibility characteristic; of the underlying bearing soil. Assuming con- _ struction is accomplished as -previously recommended and for actual bear ffig -pressures within the expected range of normatworkirig loads, we estimate the total. settlement. of building foundations should be less than about 3/4 inch and differential settlement between two adjacent load -bearing components_ supported on competent soil should be less than about xiz inch: Most of, the settlement should fake 'place relatively rapidly during construction as loads are applied. We recommend that footing excavations be observed by a geotechnical engineer to Pconfirm that design conditions are met. . SEISMIC DESIGN PARAMETERS Based on review of available ground acceleration maps, an interpolated acceleration coefficient of about 0.27 is. recommended for the site. The influence of site soil conditions on structural design can be accounted for by use of a site coefficient (S). Soil conditions associated with the project consist of a generalized profile including dense native soil with'a depth of soil over bedrock at depths of more than 200 ft. This is consistent with Soil Profile Type S2with a corresponding site coefficient of S = 1.2*. � 10 08/15/97 J:\192\0(}4\PUi3SAFE:RPT k n r J J 0 LATERAL EARTH PRESSURES Lateral earth pressures which develop against subsurface walls and retaining walls will depend on the method of backfill placement, degree of compaction, backfill slope, type of backfill. materials, drainage provisions, and the degree to which the -wall can yield laterally during or after placement of .backfill. When a subsurface. wall �s restrained against lateral movement or tilting, the soil pressure exerted is the at -rest soil pressure. Wall restraint may develop if a rigid structural network is constructed -prior to backfilling, or if the wall is inherently stiff or is restrained from rotation, However, if the wall is allowed to rotate or yield so the top of the wall moves an amount equal. to 0.001 times its height, the soil pressure exerted will be active soil pressure. We recommend that yielding walls with bevel backfill be designed for an equivalent fluid density'of 35 pounds per cubic foot �pcf� for active soil, conditions. Nonyielding walls should be designed for an equivalent fluid density.of-55 pcf for at -rest conditions. Walls with backfill, sloping at 2H:'lV should be'designed for -equivalent fluid densities of 50 and 75. pcf for yielding and nonyielding walls, respectively. . Design. of any subsurface walls should include appropriate lateral pressures caused by any adjacent surcharge loads.' For traffic loads or uniform surcharge pressures, a uniformly distributed la.teral'pressure of about 0.3 and 0,5 times. the surcharge pressure should be added to lateral earth pressures for,yielding and, nonyielding walls, respectively. The backfill placed behind regaining walls should besand and gravel with less than 5 percent passing the U.S. No. 200 sieve, based on a wet sieve analysis of that portion passing the U.S: MnAsipvp. Accordingly, the lateral earth pressures recommended above assume drained conditions behind the wall and do not include hydrostatic water pressure. Lateral loads' may b,e resisted ,by passive earth pressures developed against the sides Pf the foundations. For design purposes, the passive resistance of well -compacted fill placed against the sides of the foundations may be considered equivalent to.a fluid with a density of 350 pcf. This value assumes drained conditions that will prevent the buildup ofhydrostatic pressure in the compacted A coefficient of base friction of 0.30 may be used between the base of footings and the underlying soil. A safety factor'Of 1.5 is included in the passive pressure and the base' friction design, values. r F08/15/97 J:\192\004\PUBSAFC4.RFr r 4 J Backfill placed within the zone immediately behind retai.rting walls should be compacted to approximately 90 percent, relative compaction. The wall backfili should not be over compacted because damage to the walls may. occur and excess lateral pressure may develop against the walks. Concrete cantilever or gravity retaining walls should. be founded either on- undisturbed native soil or onwell-compacted strucfural fill played above the native soli. Bearing material that a V a In Is 12 1& 4M a with structural fill. Structural fill that. replaces disturbed soil below and arou footings should be -compacted to at least 95. percent of maximum density as. ASIM D1557,test procedure prior to placement of gravity- walls, or forms and re concrete ca'ntilever walls. Lateral loads, on retairuing walls founded as recommended may also be resisted by friction Baring soil.. For concrete cantilever wa11s, we recommend This value includes a factor of safely o retaining wall rmined by the arcing steel for between the base of the footing and the b using base friction coefficients of 0.3. f.at least 1.5. FLOOR -SLAB SUPPORT Conventional slab�on-grade Boor construction is feasible for the planned buildings., Floor slabs maybe supported an properly compacted structural fill placed above competent natural soil or directly on suitable native soil prepared as described in'the previous sections of this report. We recommend that all soil -supported floor slabs be underlain by 6 inches of compacted, clean, free -draining' sand and gravel with less than 5 percent passing- the U.S. No. 200 sieve (based on a wet sieve of that portion passing the.. No.- 4 sieve). The purpose of this layer is to -provide uniformity of support and to provide a capillary break. Provisions should- be made so that this material can drain freely to the footing'drain system. If desired, a vapor barrier may be' placed below the floor slab. PARKING AND PAVED AREAS Compaction.of the. exposed subgrade soil and fill placement to final pavement subgrade elevation should,be accomplishedas described in previous'se'dions of this report. Areasto be paved should be developed during dry weather, ff feasible. If it is not feasible to work during dry weather, a laye'r of crushed rock may.need to- be insfalled'prior to proof -rolling. Proof -rolling of the. -exposed subgrade soil and fill placement to final pavement subgrade elevation should be accomplished as previously described. On the basis of our review of site soil BFE.r 12 0 4 k ._._.. conditions, a CalifoArnia-Bearing Ratio (CBR) value of 10 to 15 percent has been assumed for -near. surface native sand and existing granular fill. For design of slabs, a modulus of subgrade reaction, k, value of 250 pounds per square inch per inch (psi) has been assumed for the -native sand and granular fill. These values are based on, correlafion of soil type.and on experience at sites with similar soil conditions. The pavement section mush be'ffistalled over firm subgrade. Following excavation or. filling E to establish subgrade etevafiion, but immediately prior to paving, the subgrade surface should be , ,proof -rolled with a loaded 10 cubic yard dump truck, heavy roller compactor, or equivalent. Loos' areas exposed by this proof -rolling,- which cannot be easily compacted, should be overexcavated ._._.. conditions, a CalifoArnia-Bearing Ratio (CBR) value of 10 to 15 percent has been assumed for -near. surface native sand and existing granular fill. For design of slabs, a modulus of subgrade reaction, k, value of 250 pounds per square inch per inch (psi) has been assumed for the -native sand and granular fill. These values are based on, correlafion of soil type.and on experience at sites with similar soil conditions. The pavement section mush be'ffistalled over firm subgrade. Following excavation or. filling E to establish subgrade etevafiion, but immediately prior to paving, the subgrade surface should be , ,proof -rolled with a loaded 10 cubic yard dump truck, heavy roller compactor, or equivalent. Loos' areas exposed by this proof -rolling,- which cannot be easily compacted, should be overexcavated Y k r ' and backfilled with compacted granular. structural fill... We understand that most site paved areas wi11 generally be used for car and x�ght truck parking. Typical flexible pavement sections for car and light truck parking consist of a minimum of 2 inches of asphalt concrete over at lea'st.4 inches.of crushed rock base on a properly prepared subgrade. -'For paved areas used by fire fighting equipment and other heavy vehicles, we j recommend increasing the asphalt concrete to a minimum thickness of 3 inches. Base -course material should be'..com'p acted to a .minimum 95 percent of maximum dry � density, as determined by. the ASTM D1557 test P rocedure.. Prevention of road -base saturation is essential for pavement durability. 'Adequate drainage' provisions should be incorporated in the pavement design to Ii.mit the amount of wader entering the base course. Asphalt con�re�e should be Class B aggregate material conforming to Section 5-04 of the WSDOT 1996 Standard Specifications for Road, Bridge, and Municipal Construction. DRAINAGE To limit. the potential impact of -steady-stategroundwater conditions at the site, permanent structures will need to'be designed and constructed with adequate subsurface drainage systems, including regaining wall drains,' foundation drains, and subslah drainage layers. We recommend that exterior fooling drain system systems be consiru�ted around the perimeter of all building . foundations and adjacent to any subsurface..retaining wall or structure. The, drains should consist of perforated pipePlaced. � in'clean' free-dra,ming sand and, gravel or pea graved backfill... The drainage backfill. should, coritain less than 3 percent bY weight passing the U.S. No. 200 sieve size, based on wet sieve analysis ,off that portion- passing the U.S: No. 4 sieve: The drainage backfill 0 1 jr +1 004\PUBS# yi . PT F ` I 13 k r % Y f i h should be completely surrounded by drainage geotextile material such as Mirafi 140N, Supac 4N.P' .or equivalent. The footing.drain should discharge to an approved drain system. Soil -supported floor slabs for the lower level of the police facility should include a subslab drainage fill layer hydraulically connected to the stormwater collection system. We recommend the' combination capillary break/drainage layer' beneath the slab be on the order of 1 ft (hick. We recommend perforated collection pipe be installed within the subslab drainage Layer at approximate —! 20-1630-ft. intervals and led'to an appropriate discharge. Because of the wed site conditions and potential for seepage, more attention than' normal should be" given to damp-proofing'and water -- collection issues. The surface of the ground around buildings should be properly graded to direct storm water runoff away from the buildings. All drainage collection sysfems associated with planned sfruchxres, ` including roof drains,'and pavedor otherwise surfaced areas shou-be connected to the existing _- or planned site stormwater facilities. r -----: ' CONSTRUCTION MONITORING We recommend that gebtechnical personnel observe fill placement/ comaction activities , and subg�rade preparation operations to verify that.design subgrade conditions are obtained . � beneath the bu'ildmgs,,',retammg'structures, and areas to be paved. We- recommend that periodic field density testing be. performed to verify that the appropriate degree of compaction is obtained. _ Footing. excavations should be observed by geO.tEchnical personnel prior to concrete placement to verify that subgrade conditions are -in accordance with the recommendations. USE OF- THI.S'REPORT, This report was prepared for the.exclusive use of Merritt+Pardini and their client, the City of Edmonds, ..for specific application to. the development and- design of the planned City of Edmonds' Public Safety Complex. Within the limitations of scope,r schedule, and'budget, our services have been provided in accordance with -generally accepted geotechnical engineering., practices. No other warranty; express or implied, is'made as to the. professional advice included . .in this report. We recommend that a geotechnical review of the earthwork andfoundation portion of the _ desi&m drawmgs and' specifications be performed to verify that the. recommendations presented in. 14 + h f , this report have been properly interpreted and implemented in- the design and specifications.We. , also recommend -that geote�hnical construction monitoring services be provided. The purpose of . these services would ' be to observe compliance with the design concepts, specifications, and . recommendations of , this - report, and to allow design'or construction changes in the event -� subsurface `conditions 'differ from those anticipated prior' to the stark of construction. Landau' Associatj2SLwould be'leased to provide tfiese services. There may be some variation in subsurface conditions at the site.. Accordin' ly, a . contingency for unanticipated conditions should be included in the construction budget and ,schedule. We should be contacted if variations in subsurface conditions are encountered. .: We- appreciate the opportunity to provide these services and look forward,to assisting you - .__: � as design progresses and � during construction. � Please contact us if you have any questions regarding the information contained in this report. LANDAU ASSOCIATES, INC. By: AS. 41 Lq & 4P dft Dennis R. Stettle'r, P.E. � 17 Project Manager and WMS Wade Gilbert, P.E. Project Engineer DRS/JWG No. 192004-20 f 08/15/47 J:\192\004\PUB5AFE.RPT 15 . + I IF { IF i wmp rrw LL 1 CL V 0, (D 0 I C O __j " 8 1 i I 9TH PL 4 7 i OVERLYPL ' PK A, � •ST 1W Pt si188T I 1 a, to ICE TSW rsr tiCHCMIST� f I dw • 19 AN Uri WT L 1- fs 04 LS 196 S Puca PUGE DR. LODY LN WY it EFLE.. ST PROJECT. MUCKCM ' - I t m I ST AS P a LOCATION IC.! TIER tt titvi NTH � � : 1 # t �1 try ?01 ST ' PARS ^# T C1 sty srZ.. !,GUN -le Sf 14 •moo `1r„� ,. aw CAM 24 ST ON i '� r . , $Ln adw r . ;, EIS IL E '* ST• ' ryM Am r ► Ch � ELLF AfOR 20 ST lop � L DAY ST ST MAPLE Sw 23 if�S iiaA r ALDER ■ t4 *!* WILDLIFE C t o EDAR ST cE � `ST HVELL WY cry wwx I & Dill V � ,wit '` F �co C w + �+. t i 21 pt ST.._. ..... r... .... .... .. fusiq Ft PT 8EACH` t _ FT ELMS ' +; x F�1!gc + 1T# BTFt PL f] kST r . K �. m t a+ ! T ELM - T E ST ELM ST I C):� 0TH ST vt i { �GVPi11 cc ,+ '' , 1 f •CL ii 4 i . . . ... • i + +.I,�twr rrl a.•.r� • , • *. : ,t = . �, . AF 0 1/2 L Scale in -Miles ' 1 � Vicinity. M.ap. 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FigureL 1 ` 5 I + + A [ IL dk IF ivt r . } f 1qp 1 r tea mom nmmmrw ' Key -Boring,Locati ' -Bool Identification FIE 0 40 80' amw Iry NEW {Approximate Scale in Feet Source.Me R di i 1997 B 5 ikmw i i 0" Opso .4 .... fell ILL Vol ro ose -.. _ r 0 ice i ing _Pro osedI I tation Bml %bike ' Bd*2 - mm nm Bm4 A-ONN 16AMWIIIIIIIIII, ma *NM- vm a � ire �� ' - ■ . , Bw6 C moo I kA 4A _ iw wn�f i� ■ rr..w • �� w�.r■Ir� OWN" .Irk .r. • �� ' Uj BoI I 'a; -- w MI WOAI 4W -I Jim venue •" - _ I�r - APPENDIX A FIELD EXPLQRATI4NS AND LABORATORY TESTING.. FIELD EXPLORATIONS - Subsurface conditions at the site' were explored by drilling d borings at the locations shown on the'site plan, Figure'2. ,The borings. were advanced to depths of 14.5 to 18.5 ft below existing --� ' grade,.usmg.a-truck-mounted drill rig equipped with hollow -stem auger equipment. The drilling was,mortitored by a geologist from our staff who obtained representative soil samples, described the soil by both visual and textural examination, and maintained a detafle& record of subsurface -soil ,conditions. The soil encountered was described in the field using the Soil, Class'ific'a'fion System . --- illustrated on Figure A-1. in general accordance with ASTM D 2488; Standard Recommended Practice _ , for Description. of Soils, (Visual -Manual Procedure). Logs of the bormgs are included in phis Appendix' --� on Figures A-2 through'A-7. The logs of, the..boriings represent our interpretation of the field logs and -the results of our laboratory classification testing. Disturbed samples of soil encountered in the borings were obtained .at frequent intervals usinga 2.0-in OD split spoon sampler. The sampler was driven into the undisturbed soil in advance of the auger bit:. using a 140-pound -drophammer. -The hammer' was .raised and dropped approximately 30-in, using' a cathead winch and rope in accordance with standard. penetration testing procedures. -The'humb'r of blows required to drive.the sampler for the final foo't of soil penetration, or park thereof, is noted on the boring logs,next to the appropriate sample number.. , The locations of the borings were hand measured from existing site features. The ground I P . surface elevations on Ahe boring logs -were interpolated from topographic contours shown on a preliminarydra'wing,Sheet C1.1,Storm ..Sewer � SanitarySewer and Water 'tan rovided by Merritt+Pardim.- dated-Jan''uary 10, 1997* . LABORATORY TESTING _ Laboratory tests were performed'on representative samples of the soil samples collected fom the bonngs.. to evaluate pe''ti'enfi physical characteristics. The laboratory. program consisted of sample inspection to confirm our field soil descriptions, determination of natural moisture content, and grain -size analysis. , A--i OS/15/97• J:\292C004\PUBSAFE.APA 5 J r r _ Detenninationof. natal moisture content was performed in general accordance with ASS D 2216 te'st procediires. ture context test -results are in'dicated on the boring.lbgs adjacent,to Ithe corresponding s,ample numbenWet� sieve analyses on selected were performed M+ general - accordance with. ASTM DI 140 test procedures. The results of the wet sieve analyses are presented M Fable A-1 f t f J , T , k h j r a 4 1 I - f r r 08/15/97 J:\192\004\PUBSAFE.APA A-2 a 4 i ry f, 4 , { Soil C.1assification System TYPICAL- (2)(3) DESCRIPTIONS. + . , F �. .. ; # Well--gradedgravelb Cyr vel�s nd rn t re s s CLEAN r �. , GW GRAVEL AND • '� �./.. .. little or- no. fines i GRAVEL r/a a * f • { GRAVELLY SOIL - (Little or no, Poorly Graded gravel; grovel/sand rnt ture ; . es r fore thin � 5 � littlerfines- # r * a • 4 r - f . coarse. #roation .. : . � � GRAVEL WIT FINES �� *, ` • GSM Siltygrovel; gravel/sond/sil mixt"Ure(s) ieto'ined on r t� e e NoA sieve - • o ount•of fees Gc Clayey grovel, grove I/sand/clay m ture s -# : i ...- ..::.� •.: + S W Wellgrcded sond;grovelly sand, little or n fines SAND AND • + JAI D �C IL (Little' or .no fines :...., ; ::..:. - :...:.: SP. Poorly graded rid; gravelly nd; , little r no, fines _ .. • * + (More than 50% ......... + . 4 :h of fro -SM SiltyBond; send silt mixture - T I a� through(Appredo'ble er�nount . .of f•� .... ' .... # . ' S C +. Clayey sn sd/dy r�nictures , 5 , • aa a+s s+ Inor o ic'•*t and very fine nd;.' rock flour; -sit or, ML loyr y fine'sand or oloyey silt .with slight I ' tid lnorni clay to nediurr iostio�t Crovelly J.0 SILT.- AND CLAY9111111111111 OW-0 C 4 E5 E 0 (Liquid Limit less then 50) clay, sonde � e1 silty �oy� � '.lean � •{* - - Orgonic silt; organic, ; silty clay of lour plasticity Lai MH Inorganic silt; micaceous or' .diotomooeous fine sand or sty soil CH lnornro cloy of high plasticity fat cloy SILT AND CLAYCP f (Liquid Umi.t re te'r than 50) OH Orgonic cloy of medium r to high plasticity, or onic sit HIGHL GA IC� SOILPT Peat; humus- sworn soil ' with high organic content MAJOR DIVISIONS',. GRAPHIC SYMBOL USCS LETTER SYMBOL OTHERovemen; Aspholt or Concrete hates � DES letters correspond to the bps used the Unified _ SoI C osslfiaoti n System and T t C osslliaation methods. -Dual letter- y ] isymbols (e.g.,.SM-9) for a' sand, or gravel indiaote o s il: ith an estimated 5-15% fines. Multiple - letter symbols (e.s., ML/C. indicate F borderline or multiple soB of ssifieeti ns. 2. Sol dcssifications ore .based on the generof opprooch pr ..-sea ted in., the St nf d - Pf acticefor 'Description a Ind Identifica tion ' 'Sods ILL Wsual-Mahual ac re # s outlined. in AS D2488.' here l,o ore ory indextestinghosbeen 6nducted, oloss f e ti ns are os d on the Standard • hest J for Cassiiati of Sods for Engineering Purposes, os _�tllned in A'STM D2487., T 0 3* Soil deseption terminology is based on visual estimotes (in the o sen a of to oret r test -dale) of the perce'ntoges of, each soil type and is• . f * i F0 • rior >� - " A L " "SAND' " `SIL- T,'* -"CLAY,,10 et.defned o follo SecondoryConstituen ts': >30% and S50% verygrove]l , s n , very sits et { end �M - "`grovOy.'" *sandy," 's y t .* etc. Additional C onstitu nts + > % and S1 % with grovel," 'with Bond.'" 'with silt,w etc. a - 55% -- trace c Povel t'ooe 3nd silt, eta., or not noted. ; 3 FIR CL Key r 1 # - 1 SAMPLE M E & INTERVAL SAMPLER TYPE V Core Description ` 'Cn o 125—inch 0,,D,,, 2,42a-inch I.D. Split Spoon Sompler _ Recovery Oa th Interval b 2,00—inch C , 1„50� nah I.D. Split Spoon Sompler -� CLSomple a Shelb { Id nti o ti n Sample Depth Intery I � ale 5 10 Number a 3.00-inch I.D. ire Barrel Sampler' S. ' Portion of So le Retoined - I 3W-lb H=Mar, 30—inch -Drop + ' for Archive or Analysis 2 140-lb Hammer, ' C -- inch Drop 3 Pushed 4 f 31arrer# --inch Drop ' TEST DATA * OTHER Code Description Aoximcte Doter Elevation At Erne of Drilling AT "" ATD or on Date Noted ' Figure Aqwi Soil Classif ictionsteC �� • r r 4 . Y -ME wpmpp� B�l ' r SAMPLE DASOIL PROFILE r CX F, E. J0 Drilling Method. Hollow -stem Auger �--- : 0 L E• , ..�- ' Ground Elevation ft): 84 CX S t ■ U) 06 U) r 0. D r AC i 'ASPHALT: # ■ • sm , i Dark brown, silty, fine t medium SAND with trace of gravel Imedium, dense, moist) (f i W . ' SM bottled gray and brown, • silty, fine to medium 4 r # S N with gravel (medium dense* moist) 5 ■ ■ S ■ Gray, -silty, fire tc) med,ur�ra � With • gravel and thin. lenses 1-�' . silt and • sand (dense to very dense, moist)99 ; 21 2 — ; M A.1 r GS f • , f + 1 r + ■ , , ' I r . b2 ■ ■ Blow count not raeerded. See Note 3 a ■ t i 4 150 - ■ Note ye,e I See # j Boring Completed .11/14/96 Fetal Depth _ 15.7 f Rr M 20f U_ ' � 4 I r # F 10 W de f� _ ,j 25 k r E Y r r 3 1 4 CL ryi . CV { a i f '- 0 • 4 , r 6 5 ' I f Dotes. 1, Stratigraphic contacts• are based a field interpretations and are approximate. Refer lo the text for are explanation of subsurface conditions. L- r .2.. Refer t+e "Soil Classification. System and Key" figure for explanation . f graphics and symbols. . i Possibly. driving err lame ea et. 131 Be nt may not a representative. r f . f 4 Boring -B ' r . r 4 5 5 9 4 l, 4 . r ' r 4 1 B002 . r SAMPLE DATA i SOIL.- PROFIL E rills ' M thad. Hollow -stem r %. -% ' _ ' , '. CO� l l- ' t Ground Elevationt: 8 .+Como CX t ' }9 i { (n r Y 0 AC �+ ASPHALT • + + S l . Dark brown, silty,, fine to medium SAND with gravel and trace of debris (medium . dense., moist) (fill) b 1= F SI Mottled gray and red -brown, silty, fine to GS _ medium SAID with gravel (medium dense,. moist) 4 SSA Gray# t silty, gravely, fine to medium t 5.. SAID with: thin layers (1/2 to 1-1/2 44) -1 2") of. finer and '{ooarer material medium dense, . . moist) • Becomes very dense ■ i 4 • * 'i r ■ i ■ .10 r - a ■ 1 + # ' f 50 ■ i b fee Dote 75 4M'W b2' 1 610 - 1_'4:8.3 - s 1 Boring , Completed 1116 Total Depth 14.5 ft.. AC i t 21) 44 coal t 5 1 CL r + W d.■ Z -�.25i • 1 E F , , 4 CL r AMP t r�. contacts and are approximate. lief er t the . Notes: I. �t�ati�rap�ri+�e on��s 1 �� field �•a��Vt�!� � text for': an explanation, of subsurface conditions. } Refer. to "Solt Classification- System, and Key" figure for cplanation of graphics and symbols. 3. Possiblydriving large gravel. E31ow count may not be repretentative. , . x Boring BT r fl r Is A Figure A-3 B - 3 SAMPLE DATA SOIL. PROFILE 0 1 a ' a E ., DrillingMethod: Hollow -stern Auger ' -z o - ti o Ground -Elevation (fil: � !amp.~ . + `CX � 1 . En` - ] Cn (n 0 ��. 0. Dark- brown, fire to medium SAND •silty, (loose -moist), (topsoil with sod) ' • ' SM • Dark brown, silty, fire to medium SAND r ■ i with gravel and roots to 1. f t (loose to ` medium -dense,moist) (possible • fill) i SM Mottled ro n, L cod* and gray, silty, Jine5 ■ i 5 f L to medium SAND/sandy SILK' (loose to medium ATD + SM d n of f, r of l ' to we.0 (thin. layering r ! # from 3-1/2 to, 4 ft) (perched groundwater ■ at about 3-1 fl) . I • Gray, silty, gravelly' fine to- medium SAND [medium. dense, moist to wet) 2 b2 23 =1 .3 G S # r 1 1 • 1 Becomes very dense - i 1P ■ 4 ' ■ i . ! ■ ■, 1 r . ■ ! 5 , ' 100 �% Ve Boring 4Completed11/14/96 20 •LL Total .Depth ; 1 .5 ft. ' Jrm n I t ' 16. 25 i� , y,r F � t F 1 - '. rl L ' - F CL dM Ff * ! , i 4 t `F I I 4 • � J } 1 1 # : 1. , Stratigraphic contacts are based field interpret a tionand are', approximate. Refer I to the text for an explanation S of subsurface conditions. F L . Refer to , "Soil Classi I a tion System and Key' figure for explanation of graphics and symbols. . Possibly. driving + on large. gravel. Blew count may not be representallive. - Boring B 5 ti L i - r , I ' . r Figure' A-4 i ■ t t B�4. x SAMPLE DATA -SOIL PROFILE 0 a .. I[ w-stem Auger ,�._. ■� rrll�ng Method: � . • I ' "'-' > LL Cn °' 0C Ground Elevation V 0:88 .•.. � ■Cx a W06 Cn W' 0 SM Darks brown, silty, fine to medium SAND . ■ SM Ooos6, moist to Bret) Itopsoil with sod) Dark brown t brown, sills 'fine - tredilr ■ SAND with gravel, wood f ragments,, and • + ! - true f coots - (loose, wet) (possible 11 ■ • T ' 1 b 1 1- . n en nx r • i fire SAND/sandy SILT with gravel lmedium dense to dense/stiff to very stiff, moist r to wet) f 1 ` 50. r f ! 4 r r ■ ■. Gray siltye fine t . rrredru l SAND with ' gravel - and leases and layers of sand and. k } silt (very derv, moist) t 1 • F 4 7 j 1 1 ! ■ ■ ■ 100 ! ! Increased gravel content. b #, I _1 2. 1 !. ., -20 i(/�/ f' 4 1,,Se N.o t 3 0 b2 Boring Co pleted11/14/96 Tota]'Deplh 15.1 ft. • t �� tL cc)' + i - j I it I 25. 30 14 • t } I i , r I i7 - ' , `!l +` yY! r/ • approximate.' /�� [/��/�� Notes: 1■ St rat * ra hi nt a t are based on field Into ' tations and I �R �f■ l i test for are explanation of subsurface c6nditions.. ~� Refer t "s "I Cla 1f� atl '1 t r and K "' figure for • e cplanation f graphics and symbols. . Possibly, driving on large gravel., Blow court may not b , r prese tati Boring B, _ + + I , 5 + f r r + L f 5 7 + r + ow. 5 ` I F - . SAMPLE DATA - SOIL PROFILE. 0 x + :.. E.- Drilling Method: Hollow -stern r + I 4 LL ca T. • , Ground Efeva tion Y 0: 90 CL [D - Wed U) 3 �— - 01. r G 0. sandy,fins GRAVEL with silt �. f t se, moist) (fill 50 4 ■ i b — M=. GS sue. Mtlrwn and rid#gray# silty, fine v rith gravel (dense, moist ) ■SM Gray. silty*, grA liyf fine S r r i dens, M' Oist) ' IL ■ -I ■ ■ i 4 ■ � b M : • r i 4 10 70 - � ' i i ■ b ��444 ,- M=13.0 Becomes Bret with less gravel 75 ' • • i Grades, coarser with leases f silt and sari 1 b M:1 i ■ i 6 'vim Boring Completed 11/14/96 Total Depth +► 15.5 fL , G 20 LL co Ir LU 25 . h f 2 CL 30 , r ' Notes: 1, Stratigraphic contacts are -based on field Interpretations, and -are approximate, Defer to the text for -an explanation of. subsurface conditions. ` . Defer to ''*Soil Classification System, and Key" figure for, explanation of graphics and symbols. . ',Possibly r driving n large gravel. Blow count may not be represent ets i . Boring E3- t U j Figure' Ao6 h r * - B�6 SAMPLE DATA SOIL PROFILE.- PIEZOMETER DETAIL y 5 -W NNW- 0 CIL T �. �rt DrMethod: Hollow -stem. Auger ram •LL - ` U) • ' - Ground Elevation Ift): Lo l a ,Waterproof cl E ..... E � , 0 1 2, Well Seal D a r Concrete AC ■ ■ SPLT _ y r r , S m Drain Material ■ Dark brown, _ silty, fire to medium SAND '+ with gravel lmedijm dense, moist) Y Ill) Bent nite' Chip SP I SM b 1 = . . ... f f Brown t red -brown, fine' t medium SAND , .. ■�y■�y■ a • ■ F ■ f +# + + a - F• * F + • 1—inch I■1■ I y with, silt and gravel (dense,. moist, to wets .++'.'+'.' .#+'+'.' Schedule r P CPipe ■ � i+#; i ■ a i i I4 • ■ ; i s + + r i • i ---� r ty, fine 1 me' drum SAND with ..+, a . # .. . 5/ + . + + + i . . grave - and occasional sand lenses (very - '•'•,•■+'+ .irF0 0 d ' r r ; ■ • �� • t 4 + ■ y 4 ; dense moist -to wets *#*■■-;i ■.■■r■..■ +.tar■ ■ . 10,020 Sand Pack t 5 f i � . • a a • . . + 1-inch D"ameter J b2 M:1.;1 . r .... ■ Schedule �4 PC Screen : # ■ V.-I..... . * ***r (band Slotted) F 10. . Glued End Cap . . . . . . . . . . + . ' - r . . . . . . . . . . . . . . r - a i ■ . . . . .• . . ■ . ■ ■ t + i F + a + + F f f r � ! i F { r + GPIR 15 i 4 7 . ■ y ■ Native Slough 'S ■ i /•may f F i r - ■ Becomes dense r ' xr + ■ + + . Boring: and Pie eter Completed 11 1 ,e meter Completed 11/14/96 • Total Depth �' 15.5 f t; Elevation at • Top f Well Casing # - r f L . legation at Top of PVC Casing # -1. tt; ' - ■ - I ..r - ' + - 0 y im Cal 000 25 30 y } i ' r Y - Notes; 1; Stratigraphi contacts are based field Interpretations and are approximate., Refer I the • tent fors an explanation fsubsurface conditions. ` t ; Deter t "Soar Classification System and Key" figure for explanation f graphics and symbols. r Possibly -driving-, n large; ravel. Blow count may, not be representative. ' f ---- Boring'- and �PiezometerFigure.A=7, .. 4 . TABLE A-1 FINES CONTENT ANALYSES Percent Unified'Soil Sample- -Depth Passing Classification Designation (ft) No. 200 Sieve, Soil Description Symbol • B-1 /S-2 7.5 3291 Silty, fine to. medium SAND with gravel SM, JB-2/S-1 2.5. 383 Silty, fine to medium SAND with gravel SM B-3/S-2 70.5 31.4 Silty; gravelly, fine to -medium SAND SM � B-4/S_1 2.8 54.9 Sandy SILT with gravel ML � B-6/S-2 7,5 265 Silty,fine to medium SAND with gravel SM ASTM D.1140 test procedure J J J .J J j 5 rt ' i 08/15/97 JA192\004\PUBSAFET.A-1 LANDAU ASSOCIATES. ,I s F 1 A 4 5 x KINGSTON FERRY PROJECT SITE • 0 VICINITY MAP N.T.S. '00no 4 • 14 r I IP IN I \EVERETT 128TH LYNNWOOD 1ssrH �If z4 ONDS Lf,2TX �I 5 N 405 522 SNOHOMISH COUNTY 205TH KING COUNTY 185TH 104 175TN KENMORE BOTHELL 'T 'P LAKE 522 SHORELINE FOREST PARS; t45TH )CN M, 5 LAKECITY dc) I UNIVERSITY I SEATTLE I vl BELLEVUE TO SNOHOMISH 405 TO MALTBY TO MONROE TO REDMON[ ip L e • TABLE OF CONTENTS INTRODUC ON 0*00400 0#00000 00 Page No. E—V—S—nNG GRADING AND DRMNAGE.. too&**of a6i##0# * ## # • • •###•. •• • • # •• !•646915664*640006000199104#.i..f@a000640 PROPOSEDDRAWAGE ## •#•*##•••#i• #a#•••••*#!••# • •#••• •#•#•• /•••##iiis•#•000*###i#####M#•***a 0*000 •••# 640001 gel DOWNSnZEAMSYSTEM,........... *fees@ Dead a sees *goof *Is ##•####•/*•####!*#+*#•#*#•#*o•s*•a***•••## •**a**i� • DESIGN CRITERIA 60*0000000 000006000000 00000000 000000000*0 *3 CONWYANCESYS=.,, . * # #•••• ••# ••!##.#•####•••• ##i##••##• ••i•M • •## i•i***0000*9984006906#4####!•##•##@*6686604906*0080*40403 REQUMEMENTS06196 a *****a Goes 66069680 a 004 **0 0sooss &**@Goes @see 80*0664*06966•###•i#**•#■■■•i«!••■••••Goes■ie*i*##*i#*#•••* WATER rJ141 QuA=R0f`hUIF1"EKTS ##•#i•#ii•M••••G•i#•a••••#•G�•••G##••••i•#•••i##•*••nisi•••#G•#•#••######i•##■#•#•••••#*#i#*••� DETENON S 0 006000000000 ***401040999999 000 00*00006 04005 APPENDICES A. Proposed Drainage Basin Drawings Be Basin Hydrograph Data. Co.0 Diversion Structure D. Biolntra'tion Swale Calculations E. Pipe Sizing Calculations a Edmonds Public Safety Facilities Hydraulics Report March 1998 • INTRODUCTION The proposed Edmonds Public Safety Building Project is located in Edmonds, Washington, Snohomish County. The site is approximately 2.6 acres in size and is bounded on the north by Sprague Street, on the west by 5th Avenue N., on the south by Bell Street, and on the east by 6th Avenue N. Edmonds Street crosses the site south of Sprague Street. Currently, the site is developed. with parking lots on the north and south and is landscaped. The City fire and police stations, court house, and various City departments occupy the buildings on the site. The redeveloped site will continue to support these uses in new buildings, parking and 19 landscaping, improved grading and storm drainage, the addition of on -site stonnwater quality and detention facilities, and upgraded water and sanitary sewer systems. Existina Gradina and Drainaae The site generally slopes at 3 percent to the west with the lowest points at the southwest and northwest corners of the site approximately at elevation 82 feet. The high point is located in the southeast corner approximately at elevation 94 feet. The existing storm drain system consists of a number of catch basins and storm sewer pipe runs which connect to the storm sewer system located in the surrounding street right of ways. Off -site drainage Bell Street. is collected at existin Proposed Drainaae g gutter line storm sewer systems on 6th Avenue N. and S to water quality treatment and detention will be provided fo r all surface runoff within the limits of work, with the exception of a landscaped area in the southwest comer of the site. Six-month sto water flows from the parking areas west of the court house and north of the fire station will be diverted through water quality biofiltration swales before discharge from the site. AH other stormwater runoff from roofs, landscaping, and other areas not diverted to the bio tration swales will receive water duality treatment in the underground wet vault before discharge, Discharges from the biofiltration swales and the wet vault will be combined at the outfall control structure located downstream of the wet vault The site detention will be provided in the wet vault with release rates regulated by the control structure. Off -site storm runoff will be collected and bypassed by the emsting storm sewer system in the surrounding street right of ways. Trench drains will be installed in the driveways along 6th Avenue N. to collect off -site flows and convey them back into the storm main. Off -site sto water will not receive water quality treatment or detention. 4r Edmonds Public Safety Facilities Hydraulics Report - 1 - March 1998 i a Y � f Downstream The existing on stem r system within the City right of way.The,storm sewer on Edmonds Street with the remainder collected on Bell Street. These systems flow west to 4th Avenue N. majority ofthe-site stormwater runoff majority of the stormwater is conveyed through the is collected into the storm sewe stormwater is conveyed through the where they are combined and continue flowing west on Edmonds St. At 3rd Avenue N. the storm system flows north to Casper Street, then south on 2nd Avenue N. for approximately 5UO feet before flowing west under Sunset Avenue N. and the Burlington Northern Railroad tracks and discharging into Puget Sound. The proposed development will detain the 10-year and 100-year return frequency storms from an area that presently has no detention facilities. Therefore,'the proposed on -site storm sewer creased capacity of the existing City -owned downstream storm sewer system will not require in system described above. 1 Edmonds Public Safety Facilities Hydraulics Report - 2 - March 1998 i f a • DESIGN CRITERIA Conveyance System a The storm drainage system will be designed fora 25myear return frequency storm in compliance with the City of Edmonds Storm Drainage Ordinance. The criteria complies with Department of j Ecology (DOE) standards. Detention Re quirements Storm runoff detention will be provided with release rates conforming to the following storm events utilizing the Santa Barbara Urban Hydrograph method according to the DOE and City of Edmonds Storm Water Management Ordinance No. 30130 • 2-year, 24sohour storm event, intensity of 1.5 inches per hour, SCS Type lA rainfall distribution. (For water quality.) • 10-year, 24,-hour storm event, intensity of 2 inches per hour, SCS Type lA rainfall distribution. • 100omyear, 24-hour storm event, intensity of 3 inches per hour, SCS Type lA rainfall distribution. Release rates are based on predeveloped conditions (forested). 5e 6,61,j Water Qualibr.Requirements Water quality facilities were designed to meet DOE and the City of Edmonds Storm Water Management Ordinance No. 3013. Biofiltration swales were sized to provide treatment for the 6-month, 24-hour storm event, intensity of 1 inch per hour with a SCS Type lA rainfall distribution. The north and south biofiltration swal were both designed with the minimum 2-foot bottom.width and the depths es 6 checked for compliance. The minimum depth ot j inches is capable of treating the 2-year storm events. Other Swale requirements include 391 side slopes and 1 percent slope with a in perforated underdra, Water quality for stormwater runoff not diverted to the biofiltration swales will. be provided by routing the flows through the wet vault. The wet vault will contain a series of baffles for removal of floatable solids and settlement of sediments prior to exiting the site. The wet vault design will meet the following DOE requirements. Edmonds Public Safety Facilities Report 3 - March 1998 Runoff treatment is requir • d for the 6-month. 24-,hour event Because the calculated flows for the 6 month storm events were small, the 3:1 ratio the interior baffles have been arranged to due vault which increases the length to meet the 3:1 ratio. diversion and control structures were designed to release the 2-year, 24-hour flows. The bio tration swales were designed at the minimum cross section dimensions which are required for treating the 2-year and 6-month storm events.. Wet vault requirements incorporated into the design include 6 inches of sediment storage, multiple cells and a 3:1 length -to -width ratio. Although the vault dimensions do not meet the ct the runoff in a winding path through the 1 Edmonds Public Safety Facilities Hydraulics Report - 4,, March 1998 DETENTION SUMMARY 10-Year Storm 100-Year Storm Existing Peak Flow Rate 0.14 cfs 0.45 cfs bjr\gepledpubsaf\hydrauNeport,dc>cyd a Storage Required 105070 d 11)020 d I Storage Provided 10,800 cf 12,000 cf 9 Edmonds Public Safety Facilities Hydraulics Report - 5 - March 1998 a 1 1 ar a dro n E 0 rl R L • 2 3 Urn Design ptafwrq in I viot 0*% qr Tatomm6 WashiNhift 9640--307 0 3-8700 063W-87 3 tax t 000 Lore SL SUM 403 5w1% wolK of + 98121 2720 ;23-2742 0 6—j*6 f� heom" of @ AA"cn I+21thwks of Ilr�l+i! s 19031 3rd Ave. W., aufte 301 L rnnrraod. WA98036-6638 425/775-3434 EDMONDS PUBLIC SAFETY COMPLEX *I 250 5th Avenue N. Edmonds Washington 98020 DRAINAGE PLAN Scut e+ Rat. north V* = 2 0a ■ i r K s � , � r i J i F x . .k I x I y f t x I ®r r iS+ L I r I a , ' i 4 i i + i i • • • r 8/97 a Raj[d Middleton Ine.".. page � I so"" b� 60� bd�$ ewe" SOW" W" town* "Pod 0-� ad�� ew� "no aw� *P~ ODOM raww 90&� deoppe = WNW Md-Pft MWPDW aeons BASIN SUMMARY BASIN ID: ID:421 SBUH METHODOLOGY TOTAL AREA* RAINFALL TYPE. PRECIPITATION. . TIME INTERVAL. TIME OCONC. ABSTRACT.10N COEFF: P'E" A I - -#%' RATE no 0-15 C S BASIN ID: GD2 SBL"4-1 METHODOLOGY TOTAL AREAN.. a man RA I NFALL TYPE . PRECIPITATION, TIME INTERVALN 0 x a a TIME OF CONCO a v N N a 1b ABSTRAF..awTION Is"W"OEFF61 NAME 19 . Y %o` '.`" H I DEVxy SwBIO. 0.80 Acres TYPE I A 0 BASEFLOWS: PERV I OUS AREA 4 10.00 Min CNN a a w a 01400C .F S el a 00 erV4 P 5 a )o min IMPERVIOUS AREA (-w00()rL->jr'0 I ( _A* 0 w 20 AREA . CNN ■ a K r VOL 0.03 Ai:�ft TIME.0 0. 80 Acres 98 a 00 NAME ■ 2YRftm24HR DEV w N a B 10 o 0. 22 Acre TYPE Of .. -1 .9 BASEFLOWS .0 PERVIOUS AREA 480 m a. 11 OW00 C S _%1011 OL g_"" .. 10000 in CN r0(w) aim 5. 00 min I MPERV I OUS AREA Ou 20 AREA x v Ow22 CNN a r 98*'100 Ar. r es PE A [-.I*%* R A T E 0. 4 c w VOL 0.01 Ac"weft TIME: 490 i f { i i � + 0 8/97 Reid Middleton Inc. page 2 wow owm *++� "rrr ems" arm war r#iBONG � Guam* wow wiMi w+ i• M.rr Mid �wr ++* OFF memo it #�* r�.r r....! doftM *POW Mqs cif inns qw4 INNW @ft" 600mi w.. ARM* 0"40 �� #rrF�h� i�wR rr+� �� i�4 �� ens iirr 000M @"no ANEF" ♦I.If A+* +FIB ...Fr INN" OEM" �1! i� irrr Ei,� rFrrr aip� I..w� �++r w� rrMnrr .rer Mw *NOW •ww "W 9+ Pu * *rr•r anew �■ w+f i+.M� a.rr�* �t r4wr .�+f t.,r i..Fw r.�� *r•r led" w*r r�ur 14q+ M+rf� ar�y r �r•w �++rw wn� �rMr. wr a+i� rriE a+w�r �..rt ■+rwr a�w arts M..�.r moo" 7 BASIN SUMMARY BASIN ID; E10" SBUH METHODOLOGY TOTAL AREAN a .... RAINFALL TYPE,... PRECIPITATION. . 4 a: TIME INTERVAL.,..: TIME OF CONC.....: ARSTRACTION COEFFs. PEAK FATE: TAME: IOYR-24HRy EXISTING 2.62 Acres - TYPE I A 2 00 BASEFLOWSe PERV I OUS AREA nches AREA a " 10. 00 min CNN . 0 45.77 min IMPERVIOUS AREA ON 20AREA O.14 cfs VOL: BASIN ID: E100 SBUH METHODOLOGY TOTAL AREA........ F`AINFALL TYPE....: PRECIPITATION.,..,: TIME INTERVAL,...: T I ME OF CONC...... ; ABSTRACTION i=:OEFF: PEAK RATE: w v a CNN N 0 a 0 1 A c f t TIME NAMEfut 100YR",w24HRy EXISTING 2. 6. Ac r s TYPE3 Ac r es � ON 0Acres 913 540 i BASEFLOWS a PERV I OUS AREA 0 inches . 62 10-00 min CNN a 0 a a B-1000 37w37 min. I IvIFIERV I OUS AREA 0 or 20 AREA 0.45 c f s V 0 L No BASIN ID: E2 SBUH METHODOLOGY TOTAL AREA... ..,. F.'AINFALL TYPE....: RREGIF'ITATION....: TIME INTERVALS . a a: TIME OF COLIC:. , .. . ABSTRACT I ON COEFF: C*N■ r 0 29 Ac f t NAME: 2YR-24HR, EX G 2. 62 Ac r es TYPE i 1 50 i 0.00 C S 2. 62 alwoo L Ac es r 0.00 At: r es 98000 `.-�.' 6 m:L n BASEFLOWS: PERV I OUS AREA nches AREA. 2 . 6 2 A c 10. 00 Mi CNN 0 0 81000 52. 85 min IMPERVIOUS AREA On 20 AREA . 01 In CNN w w ')G c f s a OnO7 Ace--ft TIMEa PEAK% RATE.% 0 - C VOL ri 98M 00 0. 00 Acres 660 min r I i 8/97 f 7 Reid Middleton Inc. pages 1 0 oft" ME"* *"Wo BASIN SUMMARY BASIN ID: DIO SBUH METHODOLOGY TOTAL AF;EA........ F,'AINFALL TYPE....: F'REC IF I TAT'ION.... TIME INTERVALN an a a TIME OF CONCO a N N a 0 ABSTRACTION COEFF.0 PEANO it % RATE 1.(.')6 Cfs BASIN ID: D100 SBUH METHODOLOGY TOTAL AREA........ RA I NFALL TYPE....: PRECIPITATION. N.. TIME INTEF.'VAL....: TIME OF CONCO a 0 x w a AEtSTF,'ACTION COEFF. PEAK RATE 0 - 630j- Cf S BASIN ID: DL SBUH METHODOLOGY TOTAL AREA.... now* F:AINFALL TYPE....: PRECIPITATION, " 8. TIME INTERVAL....: TIhIE OF CONCX 0 a a N ; AEcSTRACTION COEFFN PEA[.-. NAMEW* 10YR-w-24HRY DEV. 2. 62 Ac r es TYPE ,w.0 BASEFLOWS: PERV I OUS AREA 0. Cfs 10. 00 min CNN a a x x al a 00 S. 00 min IMFERVTOUS AREA Acres AREAW a a 2.62 Acres CN ft 988000 r VOL: 0.39 Acw--oft TIME: 480 min NAME: 100YRa-P24HR, DEV. 2. 62 Ac s TYPE 1 A BASEFLOWS: PERV I OUS AREA to z: t= R as 0 U a UU 10-000 min I *'"ppo N a w x ftw el a 00 5.00 -min IMPERVIOUS AREA . Ow 20 AREA 9. 0 at 2a 62 CN M a r d i 913M 00 Acres Acres VOL � �� Ac—ftI Man 30 min NAMEw" 2YRb-"24HRy DEV. 0 2.62 Acres BASEFLOWS N 0000 CfS TYPE 1 A PERVIOUS AREA lw50 inches AREA. 0. 00 Ailozores 10. 00 min C N el x 00 ...00 min i I MPERV I OUS AREA o . 2 _ AREA .A r Y rm � CNN ■ K ar 98000 SA X 0.77 c s VOL.Ow28 A480 in i n • 11 0 ■ 0 a dh i 2 Ll c If It N N N ' N ` N N N 11.04IM3 woo 11 Ow Ohl C N N 0 N N C: C <1 11 :3 -- - a - - <E 4-) U U U u Li tj i j Li Lt Li U Ls ij z 0 Ll II Cn ct C9 C9 Ell N V3 'Lon 0 n ftf a 11 w V-1 N w Vlt 0 N N won 1 11 I N N M 0 M N 0 >I, 4-0 No NNW wt,*%N T-q >m 3: V-4 V-4 T-4 C=j # If 11 1 r, .1 F. Li. <1 11 0 C-6 0 cil Ca Ci C) Cl Cc 'D ICD C, f-4 0 W E 11 W qkt Cn M 0 M D M r%% M M M M F" OL ver q-tq-t -lot IIt t- V-4 11 bi t it pk*% tn (q bj or.r lr-r CO hl LL. 1�- M 11 0 0 V--k 0 0 "T n C 0 <E - 11 _ a a a x Z 11 � 0 0 0 0 IL :c z 11 VL 4 a A ■ { 7/97 Reid Middleton Inc. page 1 RECTANGULAR VAULT Descriptions, VAULT 1 Length: 50800 ft. STAGE STORAGE TABLE I D No. 1 Width* 38200 ft. STAGE (M-QOOMSTORAGE--"&"> STAGE <4"W"-WDSTGRAGE—M-vw> STAGE (--M-STGRAGE —dffi*m-> STAGE (---a&STORAGE=--m> (ft)---cf--- --Ac-Ft- (ft) --&mapcf--- —awkswFt" (ft)---cf--- --Ac-Ft- (ii)---ci--- --Ac-ft- 72e00 04000 NOON 7160 3040 0.069E 7120 600 Ool396 .76xBO 9120' Os2O94 72olO 190m00 0e0044 73970 3230 04742 7130 6270 0,1439 76m90 9310 Os2137 72s20 3BOnOO OsOOS7 73480 3420 03785 75m40 6460 0*1483 77v00 9500 Oa2181 72s3O 570m00 OsO131 73*90 3610 0s0829 M50 6650 OeI527 77olO 9690 0*2225 72m40 760m00 OvO174 74oOO SBOO OsOB72 . 75*60 6840 O.I570 77s20 9880 Os2260 72s50 95OsOO OsO218 74slO 3990 OmO916 Me 70 7030 0,1614 77v30 10070 Oa2312 72*60 1140 OmO262 74m20 4180 OtO960 7530 7220 OsI657 77m40 10260 Ov2355 72*70 1330 OsO3O5 74*30 4370 0*1003 75*90 7410 OvI701 77r50 10450 092399 72e8O 1520 OvO349 74m40 4560 OmI047 76*00 7600 OmI745 77v60 10640 Os2443 72*90 1710 OmO393 74m50 4750 OxI090 76olO 7790 OmI788 77t70 10830 0*2486 MAO 1900 0v0436 74w60 4940 OA134 76v20 79BO OvIB32 77aBO 11020 Ov2530 73mlO 2090 OvO480 74s7O 5130 OmI178 76v30 8170 OwI876 77a90 11210 Os2573 7120 2280 OaO523. 74m80 5320 0.1i21 76940 B360 OvI919 78sOO 11400 Os2617 73n3O 2470 OmOSOF7 74m90 5510 oe-1265 76s50 8550 OvI963 78wOO 11400 Ox2617 7140 2660 OvO611 75s00 5700 0*1309 76s60 B740 Ov2006 73450 2850 OsO654 75alO 5890 OeI352 76m70 8930 Ov2050 ■ • C 0 a • 0 IF t 7/97 i Reid Middleton Inc. STAGE OISCHpRGE TABLE MULTIPLE ORIFICE ID Ho. 1 Description: CONTROL MANHOLE Outlet Elev, 7100 Elevws 70sOO ft Orifice Diameter: 0,9858 Elevg 76v70 ft Orifice 2 Diameter: 13629 Eleve, 77e4O ft ' Orifice 3 Diameter: 4.0078 STAGE <--DISCHARGE---> STAGE ( f t ) 4w�� CfS WMM�0=4www Y (--DISCHARGE---> page 1 int STAGE eft) *=no=CfS � emww" ._ft.v. <--➢ISCHARfiE---> STAGE (ft) — oft —cfs-- (�41SCHARGE�,,-,> sm� ( f t ) wcfs A= sw� A �� M ew �#�I��M�s��41�Mfr�M��la�lr.��w�rir�4!#��r�r��wrlq*��srF�1�1��F��1�i��rM��ki��w��1��iA�1�rr�F+w�r�.r�s�l►+i+�F�r#�41f�r�FF1#��i��rtw�i�i ��l��►�iiF �f �f�i i��liFi�iYk �iw�r��Pi��a�YF��Mw��1�rF��#i��M��IF#�liY��w�4�#If��#��#�Y��I rY��Mf#r!#Ii �i��F4 �l �1l iF �a�� 72v00 72*10 72m20 72.30 72o4O 72v50 72a6O 72a7O 72s80 72e9O 73*00 73olO 7120 73.30 73,40 7150 020000 0190083 000118 090144 0s0167 020185 OeO2O4 0*0221 0x0236 0.0250 OsO264 0w0277 0s0289 080301 0a0312 OvO323 7160 7170 7180 7190 74e00 74olO 74v20 74n30 74,40 74,50 74o6O 74v70 74-s80 74m90 75900 7110 OaO334 OvO344 OsO354 OtO364 OvO373 OsO382 0,v0391 0*0400 0*0409 OsO417 OcO425 OaO433 OvO441 04449 0,0457 0.0464 7120 75230 75a40 75950 75860 T5S70 75080 75990 7640 76810 i6.20 76:1 30 i6.40 76050 76060 76s70 04472 090479 0s048 6 OvO493 010500 000507 0v0514 0,0521 04527 090534 04541 OsO547 000553 OS0559 0,00566 OsO572 76980 76990 77900 77.10 77*20 77030 77040 77v50 77e60 77970 77080 77*90 78.00 0.090E OJ051 0.1162 0,1257 OvI341 OsI417 0,1488 Os2932 Oa3565 Os4063 Oa4489 Os4BGS 0.5215 It 11 I. v I q 7 '• i is W. 19 31-33rd Avenue Wt .no, WA 9803 (206) 7-34 (206) 775-3439 FAX reidmidd@halcyon.com Job No. Client .0 er- Oi p go t rojec r. .,..�" - �� .�� ■ �rr.��.r�rrw�wr�r�rr��:��r��r��rr� �wrrr.r�� - - - — VO/ Tlf stco(/IfL�' DIL14PSS51041 �v�TURE Q= 4f44, /I0 A %M" 0 M&MMEl 14 Q _ 0 WPM, 1�5 q6z �X3z 11 A C�, obi y �Ff-z T r hibb 0, OU J 7r P d 6 w 40l it p- poll TZ-j tF. 4 Cd f �W) ,, f- -,r- S 7 2) mbpww ..Moll Sheet Design by: of r Ile w� -•' Date: Id:7 a. 2! " ::;e z Checked by: Date: F�a- -011 T j . / ��, il�� l- o, z3zs' AWOPM 0 al . z . 4ml C=� 44 P-m- { Affimft 0,0 7z Oe Ila 171 f s Circular Channel Analysi's Design Solved with Manning's EqUation Open Channel. Un if orm f I ow Work*sheet NamestP, EDMONDS P. S. Comment,: STORM DRAIN PIPE SIZING Scelve For Furat Capacity Given Input Datc".,iIF D i aorter a Slope. p n Manning's n.. Discharge. . K W x a 0 a a Ccimputed ReSUItS.is 1000 000100 OvO17 2v72 r.fs FUII Flow Capacity..... 2.72 cfs Ful I Flow Depth. no XWORN 1200 ft Velocity., N! ON pope W 3.47 f P s F1 ow Ar Ela N! 0 a . 0 a 0 v W W 0.79 sf Cr it ical Depth, a N a 0s, 71 ft Critical Slop'emuaft a OuQ139 ft/ft Percent FUI I a W W W u a 100 N 00 % Ful I Capacity. 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W L-4- 9 Ilk, 1p� 11 N "tv .0 & YA 'e� Y , 4 x P ' '& , .. . - . . . - " - 1� c� .... .... ql� -� %,., 'A 0%�'.�',.%,;,.'.::e'.�f-":�'.�:'I.:�.'.�. w A: ? L -Z I?l 4� -k 9W lF j a �,A:. Q Vp sA .4y 4: 1 41q 11 .4F IR A I` li 31 -ee.."4L _1! 1.0-. . . i • . F •. • . . . .0 LI 0 i Protector 72 Laboratory Hoods ACCESSORIES PROTECTOR BASE CABINETS Acid Storage Cabinet µiIh SpilIS(opper Work Surface catalog it 72831 Dimcnsions 70" w x 37" h x 30" d Slipping weight 525 lbs. Consists of two 35" cabincts. Includes one 8" deep filler panel to increase cabinet depth to 30': Vent Kit (two required) # 35911 Solvent Storage Cabinet (without work surface) Catalog # 72830 Dimensions 70" w x 35 3/4" h x 22" d Shipping weight 420 lbs. Consists of two 35" cabinets. Includes one 8" deep Tiller panel to increase cabinet depth to 30". Flame Arrestor Ket (two required) # 35568 Combination AcM5oTv'cn( Storage Cabinet with � SpiIlStc►Pper Work Surface Catalog # 72832 Dimensions 70" w x 37" h x 30" d Shipping weight 5251bs. Consists of one 35" acid cabinet and one 35" solvent cabinet. Includes one 8" deep filler panel toincrease cabinet depth to 30F1. For mare cabinet details and accessory options, sec pages 74-82., SpillStopper Solid Epo Catalog it Dimemsions Shipping weight SAFETY ACCESSORIES Work Surface 7010 w x 30" d x I '-7Zlt4P 1/411 thick 155 Ms., tAIKXXMGUaTdianAlt` Monitor 'MOT! Ct0'� t � R+��tO�k� �Q tional aeeess r . Provides continu tts read*rigs *illcorre- spond' - to hood face velocity, For complete details and order"Ilig irtormatiort, see pages 8-8. For protector 72 hood For use with With Built-in (non -explosion -proof, Rctnote Blower Blower models only catalog 49850 498 0- i Shipping weight 6 lbs. 6 lbs. Snuffer Fire Extinguisher Optional accessory. Provides extra protection against Class A, B and C fires in Protector fiberglass Hoods and Solvent Storage Cabinets. For complete details and ordering information, see page 87. Catalog # 11 l50- Shipping weight S Ibi Sash Stop Optional accessory: Restricts sash opening height. F-or complete demils, sec gage 87. Catalog # 49805 Shipping weight 0.5 [be Sash Position Alarm Optional accessor}: Audible and visual alarm alerts user when sash is moved from preset position. For complete details and ordering information, sec page 874 Utility Kits See pages 83-84 for service fixture, electrical receptacle, and switch kits for field installation on Protector Hoods.. BLOWER SELECTION GUIDE a • The blower selection chart below is a simple guide to sizing the correct Coated Steel or Fiberglass Blower to provide 100 fpm flee velocity in your Protector 72 Laboratory Hood. The duct lengthilICTMentsinclude the equivalent resistance fac- tors for all the ductwork that is part of the fume removal sys- tem. for example, a 12" diameter 90' Elbow is the equivalent of 25 feet of straight duct. if these Factors are not considered, the blower maybe undersized. Refer to page 12 in the Blower Booklet located in the back pocket of this catalog for equiva- Ient resistance information. Hood Duct Sipe CfM/fpm Protector 72 Laboratory Hood 12" 1170 CFM/E00 rpm face velocity Equivalent Exhaustilry-firmer Duct t oat t� Fiberglass of t� 5' 70688 71808 70680 7 89* 718 9* 50' 788 7188 70680 78 89* 718 * 7068* 7 1 81 1 14 IMP 70688 71810 70682 70689 * 71811 * " fusion -proof blowers Can itia won o for oss Istance when si zing blowers for Protector DA with Hurl a tat Sliding or Comb n as rs, � h' hrr face velocities or other . duct sizm DUCTWORK AND F INGS (12" diameter) Zero Pressure Wesithercap Catalog 5 1 Blower Transition Adaptor Catalog #70034 4 Flem"ble Dart Connection Catalog #t Elbow — Catalog 056021 hennopl stir Duct 10 f. length Catalog # 600 See the B! r Booklet in the hack packet of ihis catialog for iroete list worn and acre es. , s i t %6, 1 I EXPLOSION -PROOF LIGHT FIXTURE PROVIDED LYON 2_ ...� ir. OF 2 11116;� BY-PASS OPERATION, i INLET(AUXILIARY-AIR MODELS ONLY) . AUXILIARY -A! Nf PANEL (AUXILIARY-A790_-*KLS ONLY) • Protector72 Laboratory Hoods DIMENSIONS MOTE FRlL0WER//BYfswPASS ANPIUUM Models 72705, 727 ZBiil, 72804, 72807, 728(0, 72815972816,728l7t72818 3 EXHAUST DUCT35" 2 3/8" if T- 9 3/8" 251l2' 231l8" TYP 1 /2* D1. SERVICE FIXTURE SUPPLY HOLES IN FUME HOOD BOTTOM. (Typ) ELECTRICAL PROVISIONS REQUIRE } 115Vf HZ 1 l P CIRCUITS FOR SLOWER, OUTLETS AND FLUORESCENT LAMPS. FLUORESCENT LAMPS AND JUNCTION BOXES PROVIDED ONLY O NON -EXPLOSION -PROOF -PROOF MODELS. ACCESSORIES REQUIRE ADDITIONAL AL JUNCTION BOXES. =4t% 1 # 4. 1' 01A, SERVICE FIXTURE SUPPLY HOLES IN FUME HOOD BOTTOM, (TYP) Top /1 " X 12* RECTANGULAR DUCT COLLAR PROVIDED WITH ALL AUXILIARY -AIR MODELS. REQUIRES It FRONT PAI�f (REMOVABLI r lacl U nn(of �r driairrd grcci icalion and dimensional ara f r the abovr models. EXPLOSION -PROOF MODELS. ELECTRICAL CONNECTIONS FOR EXPLOSION -PROOF LAMP � �� V OR , 1 IP SERVICE REQUIRED),. SWITCHES, RECEPTACLES A WIRING PROVIDED ONLY ON 0��PLOSIOI-PROOF, -UIIVER�AL MODELS. I�I,I1I'UI CLEARANCE ABOVE HOOD IS REQUIRED TO AL.1� RE IOIAL PRO I1 SIDE PANELS A PROPER OPTIONAL ACCESSORY RECTANGULAR TO ROUND DUCT ADAPTER #48893-10 11160 0.D, ACCEPTS STANDARD 1 " DIA. DUCT (AUXILIARY -AIR MODELS ONLY). 3 + f 1 604o i L 6, r # • 20 3/4 f 1s 1 1 BAFFLE 0 ,� Orp 233411 i :LS !LE) 31" SIDE (BY-PASS MODELS ONLY) EXHAUST DUCT ADAPTER PROVIDED ON ALL MODELS-4 1 / " 1.D. ACCEPTS 1 " DIA. PVC DUCT* EACH SERVICE FIXTURE INCLUDES 6T OF FLEXIBLE TUBING FOR CONNECTION TO BUILDING SERVICES. 0 4 �i t do x • y • 1 •ir r Protector"' 72 Laboratory Hoods SPECIFICATIONS 6 UNIVERSAL STYLE VAPORoPROOF LIGHTS EXPLOSIONaPROOF LIGHTS BYhPASS 7 80 + * Furnished without service 72802+ Furnished without service Includes Built -In fixtures. Shipping weight 486 lbs. rixtures. Shipping •eight �4 lbs. 780+ * Furnished with four service Furnished with four service rmures and plumbing lines. Shipping Exturcs and plumbing lincs, Shipping weigh[ 496 lbs. weight Sob lbs-1 70' x 32 1 4" x 59" high for operation on 70" x 32 1 " x 59" high for operation an 115volt.601IzAC. Hood interior is 115 volt, 601iz AC. flood interior is molded, one piece, fire resistant fiberglass. molded, one piece, fire resistant fiberglass. flood exterior is glacier white and charcoal Hood exterior is glacier white and charcoal - +,__ .. ==-.•: epoxy coated steel, whh removable front epoxy coated steel, with removable front panel in colorspecified. Unit includes two panel in color specified. Unit includes a 0-watt fluorescent lights, two rocker too -watt explosion -proof incandescent switches, one 115 volt dtip ex clectrical light. iiaod is Mts11ed wftbo tt switch, rcce tacle and hiternal wiring. An air foil, electrical recepta es and wiring as automatic air hy-PiMs tem alld counter- throe must conform t varying local balamcd iem1 Bred safety glass sash are codes. An air [oil, automatic air by-pass . included. Hood has built-in exhaust blow- system and counterbalanced tempered cr with 1 lip motor to overcome a maxi- safety glass sash are included. hood has irnum a icrn i static pressure of. 17" 1120 built-in exhaust blower WiLh 1 p explo- at 100 C m face velocity (1170 CFM sion-proof rooter to overcome a maximum sing 1 '" dia. duct. external static pressure of . H2O at 10 fern face velocity (1170 FM using 1 " dia. duct. 1 BYaPASS 270 unshed �thout wiring, 1 + * Furnished without service 7 81 + Famished without seMce � rr�lce fixtures. Shipping weight I lbs.fimures. Shipping Freight 1 lbs. Requires One Remote Blower s tches, electncal receptacle or se pp g g tures. Shipping weight 461 lbs. 7 8 1+ Furnished with four service 72816+ Furnished with four service „ "" " oAeration on c . nd lumbi limes. Shi ing f c ures rid plumbing s. Shipping x 32 1 x high i 1� pp . Hood interior is t� Weigh 71 lbs. weight 71 lbs. 11 volt, 0 � g molded, one piece, fire-resistant fiberglass. 'f x32 1 4" x 59" high for operation on 70" x 3 2 1/4" x 59" high for operation on nood exterior is glacier white and charcoal 11 %�)1 1 i � . Hood interior is 11 volt, . Hood interior epoxy coated sicel, with removable front �fire re istam fibetglass. is molded, one iece, lire resistant bl r- 1 '. .�molcl�d� one piece, piece, i - ~ barrel in color specified. Unit include two Hoodexterlor is lacier white and charcoal lass. flood exterior is glacier white and -wattfluorescent lights. n air Fool, a cox dated steel, rich removable front charcoal epoxy coated steel, rith removes �# • f automatic air by-pass system and counter- color s peci��ied. Unit inclu�dc tw able front panel ire color speared. Unit panclin balanced tempered safety glass sash are 0-witt nuorescent lights, two rocker includes a 100- +att explosion -proof included. Static pressure loss does not switch . ione tip c c1corica uicandc cent light. flood is fnrnisbed .:� exceed . " H2O at 1flitil� face veld it re �e c are �� ` + d. oil, Wothout s itchcs, cleanest receptacles 1170 FM) o�natic air b pass *stern axed ec ut ter- and wiring s these must co om o aui balan.-eel tcnipercd sa glass sash are varying local codes. An air foil, automat� included. Staticpressur loss does rttis air b -pass systetn and counterbalanced in exceed .28" 1120 at 100 m face velocity tempered safety glass sash are included. (1170 CF 1 Static pressure loss does not exceed .284 H2O at 100 fpm face velocity (1170 CF l . rr p rs 8 - 4 fi r srn ifr f iaturr, druriral rriel'(11 r and s i(ch hits. "Miton, rillid (111or codr hr"e. a SL j & V vg 74, ............. s A N4, A -,4 % q % '4 ip Ll 4, t0il . . A � z I:T I �l I.:: �.-. I , . v -4, Al 04 P9I A.- i - % IL IV A. *j P - j.� 4 0 v WA 64 I A I 4V 16�F q)? lk � , , 4 Yni �4 Fir. JL P4 9: 1 A �y U7: lu eft 7W k, 4r 49 V IP f: .11N k,: f) Al OIL &-;Iq 4. el N AP ILI X 0� OF y Tl 4� 4 v4J �Wf fA* 71 7j, A io r' 46 A af Aawn r ILI .4 A 7: p 41 "4 t � 4�N6Y. e S.- V'Y 4 V" 0 Ik t N� R ov j� N nm o,.;, - ---------- - 'd a"XINklm lmll�lllml yj h jr P, 4y. AN J ........ . . r�i 'L f.:., IY -�4 a !%I,'%p:A%- A� Y. % �,lv MIN 'f Vs s % f� A -k) M-8 Y se P, Ir % - ; �-- " , P, j - % 1p -l!!,TU% ��- ": �, �Jj, C, 41 IMP Ir ........... 1, 1W I �4 A K' fwf; �p F, 1% ::J,� 0 % .Y 14 IT j -v V., N', IL I-', pl, A 1. 4 4 eA. jr. ',I' A 6"M NINE, IMME, R' a a Is R �%;M A131 W J" . V 6- 30ralury 1100a wiln of 16 LF ST I Er he Protector Combination Acid/Solvcnt Storage C2 pp. pdmww , ec:� >. A� 4 ��z V,�, NN. 7, KJ I w4 'Al -t A" , 6. N OL iv 54 o", f:.- 1% f tL p p Opp Mo 'T f., V.4 �N 0 Rim ff L 4AA im ��.-pj. -l%5,-::%,�;-: 4, 6. > .y Mvnk- It$", 4� g? OR % j. t • CI TABLE OF CONTENTS Complet4' ing Your Fume Removal System Coated Steel and Fiberglass Blowers Selection Guide Coated Steel Blowe Fiberglass Blo PVCJBIowers Percloric Acid Air Ejector Swirl way` Fume Scrubber Ductw4rk and Accessories Thermo antic Duct Pressure osses PAGE z 3 31 10 11 12 16 1992 by Labconco Corporation Prins d in theU.S.A. Prices and product designs subject to chance without notice. Ip 0 CoMPtingleYour Fume Removal System Once a laboratory hood has been selected, a major part in the selection of a fume removal system is complete. However, a fume removal system works well only if the blower, ductwork and accessories are sized properly. It is very important that these selections be made carefully. This brochure is designed to make choosing the correct blower and accessories for your applications easier. Labconco blowers are designed and manufactured to give you superior performance and long life when subjected to chemical atmospheres. Our blowers are engineered and sized specifically for use with Labconco Laboratory Hoods. You may also utilize Labconco Blowers with other fume hoods and in other industrial applications. This brochure includes product features, performance data, dimensional drawings and selection .1 guides for all of our blowers. A blower sizing example appears on page 12. The diagram at right details the many components that are needed to complete a typical fume removal system. All of these components as well as other ductwork configurations are available from Labconco. Ordering information for all types of Ubconco ductwork and accessories can be found in the last am.section of this brochure. If you need additional assistance in the selection of blowers, ductwork and accessories, or any other Labconco product, con- tact your laboratory supply dealer or callus at 1-800-821-55256 10 .t Coma) V45T A jz ,a,rCv4T I ri TYPICAL FUME REMOVAL SYSTEM Blower Transition Zero Pressure Weathercap Thermoplastic Duct Adaptor (optional) �: Coated Steel, Fiberglass or PC Blower Flexible Duct Connection Thermoplastic Duct Elbow Thermoplastic Duct Stralogt Coupling I - HEPA or Charcoal Filter Pack i (for odor con#rol, organics and pathogens) (optional) Manual Duct Damper (optional) � � V— Protector' Laboratory Hood fSpillStopper" Work Surface or lb 5 1h.; i fact I V j 06 40 The Blower Selection Guide below is a simple, Blower Selection Gulode For ductwork and accessory information, includ- straightforward method for selecting the Coated Steel FOR COATED STEEL AND FIBERGLASS BLOWERS ing nominal diameters and equivalent resistance, see or Fiberglass Blower to provide 100 fpm face velocity pages 12-15. in your laboratory hood. A PVC Blower Selection accessories that are part of the fume removal system. If if vour installation cannot be categorized in the Guide appears on page 9. When using the Blower these factors are not included, then the blower selected guide below, or if you would like help with blower Selection Guides,it is necessary to include the may be undersized. Please see page 12 for a blower selection for radiochemical or other applications, equivalent resistance factors for all the ductwork and sizing example. contact Labconco800-82I-5525. Mrs Equivaknt Duct-, 10(y .- _46 -�' � ..+ t- I�# ifs.'* r'- � ` F +.e.� 1+ r# . 4 � � t *r� � * - r • F •. • -r . 7•+ . .75F Face Velocky i(W fpm Exha Aim,,Air st. -; AuxAk lict iAwLAki _ Jlkux Air Duct tcdSted F144API A." flueass Coated Steel�� ftommor 48 Hood with 1" 7068O 7068" 7068�0 7180 706807068 7180 7068 7180 70682 71802 ..sashs73 CFM 70�683 * 71803 • 7�3 * 718030 706 7068 3 • 718030 70683 * 71803* Fmmor 48 Hood with rk=Ud- 10" 70680 71800 70680 71800 706 4 71800 70680 718W "As � s 70 CFM 70681'2 7180111 706810 718010 706810 71801 * 7068111 71801 • Frorcetor 48 Hid with Guardism 1 0' 70684 718 70684 71804 70684 71804 70684 71804 VAV SyMm @ 810 CFM 706850 7 1 BCC * 70685' 718M * 70685 7180511 70685 * 71805 Fv t or 60 Hood wfth 120 706�88* 71808 70680 7088 71808 70688 71808 70688 71808 � 960 CFM7068 71809P 70689* 71809* 70680 * 7l809� 70680 706890 71809* 70680 Pwixecuw 60 Hood Whh risoat - � 7" 706BO 7180 � 70680 71800 � 70680 71 S0O � 7706801800 s� � l 3 x 70718030 71�111 718010 70681 • 71801'0 706 l * 718010 hme o'r 60 Hood wM Guardian 1 70686 71808 � 70688 71808 70688 71808 70688 71808AV yW= 1050 CFM 70689 1809* 706890 71W 70689* 71809* 70689* 718090 F or 72 Hood "iffi Verd"l- 17` 70685 71808 70680 70688 71808 70688 71810 70688 71810 rising sash 1170 '! 70689 71809 * 70689 * 718090 70680 70w' 718110 70682 70689. 71811 • 7068w2- Prolmor 72 Hood with 6mwaal- 1 W 0680* 71800 0680 71800 70680 718)0 70680 71800 sling sashes 550 � 70681 1 01 * 70683' 718010, 70681 * 718010 706810 718010 moor 72 Hood with 17� 70690 71i 810 � 70690 71810 7 �b90 71810 706� 71810 VAY � U90 CFM 70691a 71811' 70691. 718110 � 706910 718110 70691* 71811 r 96 ME pp_ 10x 1 Ox 17' 7069 718 I 7� 7069 7181 06r94 71814 70694 7181 rig �cs 1660 �L �' " duct 706 3 � 7181 70693 * 7181 • 70686 70695 * 71815 * 70686 70695 * 71815 0 70686 96110 d w 10x I 12" 0688* 71808 + 706 B 718O8 � 7 688 71808 70688 18 �g �s 1� � � "r ds 70689 71809 706�3'9* 71809* 706W 71809 70689* 71809* OPEN - swing r 6 Hr d l 12x l2x l6" 70694 * 71814* 70694 1814 70694 7181 70694 71814 A � 1825 CFK � r do 706+95 8181 069 * 718150 706 5* 718154 706950 718159 �cc � ** � 10" 70686 71806 --� 70686 7106 Hood 920 CFM 70688 71806 --- 70698 71806 �c or 60 Il rdi�tvpc loop 70686 71610 � 70688 71 I ..� Hood 1200 8 0 71810 �— 71812 Prowaor 72 Radioisotope 10` ; — � #� 1 � -- — 71814 � r..� food 1460 �i 71814 — 71816 r 0 W • Hood 17� 7�0688 71806 � 70M 71808 70688 71808 7� 71� � C � * 7 l 8! 706�890 71809 • 7068' • 71809* '� mm70689 * Emommu706890 Pnxecuw 72 " i c- Hood I r 068 * 71808 * 7 0688 718M 70690 71810 7� 71810 1120 � 70689 718r0 7�* 71809* 70691 * 718110 706910 718110 zcuw 961rk- Mood 1Oc l O 2" 0696 * 71816 70696 71816 7� 71816 0696 ' 71816 196 C� � �'Y"' d 7097 7x817• 7�7* 71817* 70697� 71817* 706+7` 718170 Hood V 70680 71800 706W 718DO 340 CFM 7068191 7180111 706810 718010Basic 4711aad 10. 70682* 71807 70687 71802 70682 71804 0682 718 4 7 CFM 70683 718034 70683• 71 706830 7180 ' 706830 718050 Caner road IN 7068 * 7180" 70687 1807 7068480 714 70684 71804 25 Ci 706� 7100 hftii�70683* 71803 * 7068 * 71805 * NEI 706850 71805' IPE:xp1osio -F�wf Blower * *CFM for Protector kadioLrrmope hoods is based on 125 f m Bute vc10 : r. . iUxy-Air S-]-ZC-d Min 50% 2=9i r 4ir exhaust raxio. 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METHOD A: Period T = 0.256 sec,. (Below) C (A) = 2,95 C(A)f 2@ .�S • rw i{ar t r 7■��w r i!+tr! F ■rt see (input) METHOD Be. P e r i o d T = + IA:! r■ r c(B) 0*400r C(B)f 0*0 STRESS (1)/D R1 FT(2): to i + r + ■ r + 1b d + . dP f # r 064101 ■ + + FOR STRESS FOR DR �(l ) V/W = 0.1289 vow = 060000 Ft (k) = 0.0 a # 4 Is L • r . } i + ■ . L■ rF r■i., #+i ++s+..f. + ■ + r ar- i..• +. 'r}• iaiF .rtF •+ +r.. + .F i. ir •+ r. #+ a r+ '. r r r t .- + + *+ irt f.s. *r *r ■. +i .r air H - i. +r •r .+ a+ ia�J , . . L r # s s _ t s 4 i 4 ! f ■ ; . + ■ i * i + �kmft + . i*+•�.. k ' +. a+ vji w t A + + . + ■ F •a s ! � ari. r a ■ •F r r +F rs■ r ■ • 0 F i s• •■a 1. (k): ++ 4+ r■ at*■ r 4!+i EVt■i■ +r i+r ■ F 10 i. + ! ■ 4 r +rri.�+ 1+ 25.50 3063 7809A/ 57aS 57eS .+*tr+lr+r. tf rslrtirtt+ .. ■ ■ + + r . i ** ``� r ■'. i +12,w00 443-3.532206392 57e5 &0 s8a2 WIN s 6 0,000 0.0 000 193568 000 P6 , r+ +rrrt+i.r■.arrtr+r+. r. ir■}+ r++rr,� .r+rr lisr�`}t4srt+rii+t�*�i**t#Yr�.+ ■ i t- i.* i. l i t i'• i i rt+. r#! r■+ t i ti 1 1 1 0000 0 END= fiao 0*0 1935A 0,50 .■rt.+..+.r r■rrt*+r■w+r...f..ri+..-++. d a l . ■ 0000 04,0 ovo 0*0 961 1935A a N 4 '+a� 0800 000 0*0 060 96*7 1935A 000 '+. tr i . ri rt ti+ ■ s- r }}s.rtr+r+lrl.! + #r+r+#i'F+■+! 04P00 000 t ' Oio 0*0 961 1935*8 0*0 ..■rrr.rr.r.r+�Irr1. + r.+r +� . ..1; S,ialr; ,+ it -rr.i r. rrt- 8 +■r+ t+F ++#+tr r+ s rr�++ � ts+ +++• +.-+. �•■.+.r. .::::7419 .+ .its w L7 I 4% UBC94: V = ZICWIRW' " 0 =' . / 0*1289 W (k)... METHOD A IN s iLJ1■1 r+• • i F + + # •�� i } a+ + r z FFF iiiL+ ■ 1 r+wtr +.r'•i r,.r+.s`r s i. t s. -14 25sh • } L ! r Fisr ■r■ * f..�rrr■+tliif■+t*ar+ar rf i rrt•+ f} •• +r�+lr# itr • � .t*}+r#sr*�f#,r'.+ti:1+r■stir r C(A) } r/vC1W, 11 *0 it: �J�2*75 • not exceed 1 1. I.P I.P *1'.r r. ■ - 0 ; • .. T CV(HnA 0256 sec. ct.'.■r .tra+i�a rr# ir■rrii.ws■r+r.. ool ++rah+ ■sir+arai+++rr+r .r :;::30*00 fte H n ++ it■sw#�.rM+r.s+ .■•.far■i.s�1��,ii+*r*+ + (A)f/Rw - r .344 greater than 11 11 a f a ap Go a- s i i ■ � • 215 OeO75 I + t +a r Lateral,xis r IF r in t- sue +rtrt ; • . 0 f V. • 0 ter# �f# +14� * ■'* +�. . + +. ., . r at+fW 1 r 't . 4 -* f • W ■ ■F • r a ! 4-40#La # r■F'e.* W. ..r..• try r # # + 1 i �. i •i• ■ • r # • r /"*' / � r a • w • f r n YERTICAL DISTRIB ION TABLE I PROJECT TITLE: Edmonds P.S. EW Lateral design METHOD A.a Period T 0.256 sec., O(Below) C(A) 2*75 C(A)f 215 METHOD B.@ Pedo.:::#�.:#+#i.::.t .:: sec. input }. aiit ,.i�. F FOR STRESS: (1) VM = 0*1289 FOR DRIFT C(B) 0900 C(B)f OsOO STRESS(1)/DRI (2): V (k) 106a7 s s i { i (2) V/W = 000000 Ft (k) = 0.0 11 } , ! r i + . + . . . . . . a + ! + • i . • # i } • • 4 # * a . + ! • . - • ` ft) + i + 1 a F i • . # i , 1 . • , F • • 1 . # a i . . # + h . a W• ktu� # . t . . . ! t . + } ! J . # . . . : - ` + t + + + f t . + - + • r : f + • ! ! +• F �� i + , , + . . + t ! + .-! .•4 i a # OT , t#Fd,'(k) r • � �� • i 1 . ! + + a + + • • ! a # ; r * ! + t * i . F i • i F ■ ' . + + ` , + + ! ; • a F •(k) + .. + r + t + - f + + * + F i + • ' �+ t i , F * + • - ` a • 03 P. 66 1? 813219*0 026 -0 a2oO Maki 12w00 501A 6013*5 44,7 62*0 83646 d d. k 9 1 0500 000 0,0 0,0 106,7 2117,oO 011 WIMMON" 0,0 7 0! M! . .i,.i, . ;..:..-„�..+Fi-:.• 0000 i 000 0.'0 0,0 106.7 wllwp 2117,0 MOM 000 loan" ..+....... + . +, t. +t. �..0000 020 000 0wo 106*7 2117aO .. .#. + 0000 040 .-MM-40 0000 106v7 2117,,0 060 0800 000 0*0 090 106e7 2117e0 offio TOTALS._,::, 827s8 14343,'1:-r:-..-:, ...... ++ .1067 UBC94fas V ZICW/Rw 1t11rf 0.1289 W (k) � � r METHOD A54 ! + }a 0 z .... ... .3' ; . F, i + }+ ++•+ + 12 IMF ................ • JPR� .q • l� f. * 4 - -i 4a y - o' V. .i.........,r+ .......... C(A) -1 ■25S TA2/3) 215 not to exceed T ._ Ct*(HnA3/4) 0,256 sec. Ct ................ 0 .2` Hn fte C(A)f/Rw 0344 greater than 0 2675 OvO75 10 r # a # LATew,,xls # .. # t , r #. #+ + . s !. r �! � � F � � � *.} r � �+ r� F.+r • � s ■ # # n.R s !•r , # � t � � � rt # � � #r4� •hk ��If � # L Ir 9 • 7 VERTICAL DISTRIB ION TABLE PROJECT TITLE*. Edmonds P.S. N.S Lateral design METHOD A.a Period T = 0.256 sec. "(Below) C(A) = 2.75 C(A)f = 26-75.Poe .............. . . rid T::+.��*� . G,000-'sec. (input) _. * . C(B)0 —0,P00 C(S)f 00 FOR STRESS: (1) VM = 0*1289 FOR DRIFT • STRESS (1)/DRI FT(2): 1 100.E ::1 .41b R t i r . :(2) vM = 000000 Ft (k) 0*0 Lj .s*. , .1+. . VEL.s. :.fr ,r .+ ,.+r+++r .*.+*.++ ++ .ii .r.+. +.. �++.}#.**r, �.�+ . •+.++.+. *+ +.+l+ ++. �..r.,L, • '+ +*F - '*� + r „ ;� � +a, • .i., .* . .. ai .*.�- f+- �!F ++..�-r 4��, T af. .. T,i..*. r+F+s#.,; F,+ }}.+ #+r r +F.f 40 +}r-iF's. .Pa4.r�.��+i+i J�4*�!• � F•**- }-+4� .F•rt. *• F100f....":: ...... 25680 Boa I :4. ...... 12.00 464.5 5574*3 41.2 5961 797*6 6180 . + . . + . .. 0600 000 060 000 100.3 2001.0 090 . ... 1.1 4.1 1 i+ 0800 000 060 000 100e3 200100 000 .....+. ..,•.•1 .++ + 4. -*....+*.. • # 1003 2001so ...'i•'�•�•...i........... +.,.• +.. 100.E 200loO + + ..... ...... + .............. ..... 0000 4, .3 2001*0 0 -TOTALS 778sO d, 13567'3"'-"" :1 OCYM3.4... a: • UBC94: V = ZICW/Rw= 0*1289 W (a) METHOD A z ... '2 C(A)*"r". '925S/(TA2/3) 2.75 not tq,p*cee S i. 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